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CITY OF MUSKEGON
CITY COMMISSION MEETING
July 23, 2024 @ 5:30 PM
MUSKEGON CITY COMMISSION CHAMBERS
933 TERRACE STREET, MUSKEGON, MI 49440
AGENDA
☐ CALL TO ORDER:
☐ PRAYER:
☐ PLEDGE OF ALLEGIANCE:
☐ ROLL CALL:
☐ HONORS, AWARDS, AND PRESENTATIONS:
☐ PUBLIC COMMENT ON AGENDA ITEMS:
☐ CONSENT AGENDA:
A. Approval of Minutes City Clerk
B. Contract Modification - H92344 Edgewater DPW- Engineering
C. Placement of "The Portal" Public Art on City Property Manager's Office
D. Fire Union Contract Tentative Agreements Manager's Office
E. DWSRF Construction Engineering Public Works
F. Certification of MERS Representatives Finance
G. Reservoir Inspections Public Works
H. Amendment to the planned unit development (PUD) at Harbor 31 to
include the addition of a fence at 140-146 Viridian Dr. Planning
I. Act 51 Certification Resolution for Olthoff Drive Public Works
☐ PUBLIC HEARINGS:
☐ UNFINISHED BUSINESS:
☐ NEW BUSINESS:
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A. Request for a planned unit development (PUD) at 920 Washington
Avenue, 965 W. Western Avenue, and 1330 Division Street Planning
B. Request to amend the planned unit development (PUD) at 3400, 3460,
3474 Wilcox Avenue, 1875 Waterworks Road, and 1490 Edgewater Street
(the Docks). Planning
C. Designation of Voting Delegates for the Michigan Municipal League
Annual Business Meeting City Clerk
☐ ANY OTHER BUSINESS:
☐ PUBLIC COMMENT ON NON-AGENDA ITEMS:
► Reminder: Individuals who would like to address the City Commission shall do the following:
► Fill out a request to speak form attached to the agenda or located in the back of the room.
► Submit the form to the City Clerk.
► Be recognized by the Chair.
► Step forward to the microphone.
► State name and address.
► Limit of 3 minutes to address the Commission.
☐ CLOSED SESSION:
☐ ADJOURNMENT:
AMERICAN DISABILITY ACT POLICY FOR ACCESS TO OPEN MEETINGS OF THE CITY OF
MUSKEGON AND ANY OF ITS COMMITTEES OR SUBCOMMITTEES
To give comment on a live-streamed meeting the city will provide a call-in telephone
number to the public to be able to call and give comment. For a public meeting that is
not live-streamed, and which a citizen would like to watch and give comment, they
must contact the City Clerk’s Office with at least a two-business day notice. The
participant will then receive a zoom link which will allow them to watch live and give
comment. Contact information is below. For more details, please visit:
www.shorelinecity.com
The City of Muskegon will provide necessary reasonable auxiliary aids and services, such
as signers for the hearing impaired and audio tapes of printed materials being
considered at the meeting, to individuals with disabilities who want to attend the
meeting with twenty-four (24) hours’ notice to the City of Muskegon. Individuals with
disabilities requiring auxiliary aids or services should contact the City of Muskegon by
writing or by calling the following:
Ann Marie Meisch, MMC. City Clerk. 933 Terrace St. Muskegon, MI 49440. (231)724-6705.
clerk@shorelinecity.com
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Agenda Item Review Form
Muskegon City Commission
Commission Meeting Date: July 23, 2024 Title: Approval of Minutes
Submitted by: Ann Meisch, City Clerk Department: City Clerk
Brief Summary:
To approve minutes of the July 8th Commission Worksession Meeting and the July 9th City
Commission Meeting.
Detailed Summary & Background:
Goal/Focus Area/Action Item Addressed:
Key Focus Areas:
Goal/Action Item:
Amount Requested: Budgeted Item:
Yes No N/A X
Fund(s) or Account(s): Budget Amendment Needed:
Yes No N/A X
Recommended Motion:
Approval of the minutes.
Approvals: Guest(s) Invited / Presenting:
Immediate Division
Head No
Information
Technology
Other Division Heads
Communication
Legal Review
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CITY OF MUSKEGON
CITY COMMISSION WORKSESSION
July 8, 2024 @ 5:30 PM
MUSKEGON CITY COMMISSION CHAMBERS
933 TERRACE STREET, MUSKEGON, MI 49440
MINUTES
2024-62 CALL TO ORDER
Present: Mayor Ken Johnson, Vice Mayor Rebecca St. Clair, Commissioners
Rachel Gorman (arrived at 5:42 p.m.), Katrina Kochin, Jay Kilgo, and Willie
German, Jr.
Absent: Commissioner Destinee Keener
NEW BUSINESS
A. Preliminary Report on Internal Policy Audit and Employee Survey
Manager's Office
The first phase of our policy audit is complete, and the consultant will be sharing
findings along with data from the employee survey.
LeighAnn Mikesell, Deputy City Manager, and MGT Performance Consultants
Juan Osuna and Jaime Mancine (attending by zoom) gave an update on
preliminary findings.
B. Community Engagement Process Community Engagement
Staff has created an internal process for public participation. Staff will review
the process with the Commission.
Deborah Sweet, Community Engagement Manager, presented the City’s
Community Engagement Handbook and reviewed the internal process.
ANY OTHER BUSINESS
Commission discussed the vacancy on the Planning Commission.
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Motion by Commissioner Kilgo, second by Commissioner Kochin, to
recommend the appointment of Lashae Simmons to the Planning Commission
as Citizen At-Large.
ROLL VOTE: Ayes: German, Gorman, Kochin, St.Clair, Johnson, and Kilgo
Nays: None
MOTION PASSES
PUBLIC COMMENT
Public comments received.
ADJOURNMENT
Motion by Commissioner Kilgo, second by Vice Mayor St.Clair to adjourn at 7:40
p.m.
MOTION PASSES
Respectfully Submitted,
Ann Marie Meisch, MMC City Clerk
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CITY OF MUSKEGON
CITY COMMISSION MEETING
July 9, 2024 @ 5:30 PM
MUSKEGON CITY COMMISSION CHAMBERS
933 TERRACE STREET, MUSKEGON, MI 49440
MINUTES
CALL TO ORDER
The Regular Commission Meeting of the City of Muskegon was held at City Hall,
933 Terrace Street, Muskegon, Michigan at 5:30 p.m., Tuesday, July 9, 2024.
Pastor Jeff Helbert, from Grace Memorial Church, opened the meeting with
prayer, after which the Commission and public recited the Pledge of Allegiance
to the Flag.
ROLL CALL
Present: Mayor Ken Johnson, Vice Mayor Rebecca St. Clair, Commissioners Jay
Kilgo, Willie German, Jr., Rachel Gorman, and Katrina Kochin, City Manager
Jonathan Seyferth, City Attorney John Schrier, and City Clerk Ann Marie Meisch
Absent: Commissioner Destinee Keener
2024-63 HONORS, AWARDS, AND PRESENTATIONS
A. Brand Presentation Community Engagement
Deborah Sweet, Community Engagement Manager; Don Kalisz, Kindred
Marketing Agency; and Community Champions reviewed the process and
presented the new brand recommendation for the City of Muskegon. This will
be voted for on the Consent Agenda.
PUBLIC COMMENT ON AGENDA ITEMS
Public comments received.
2024-64 CONSENT AGENDA
A. Approval of Minutes City Clerk
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To approve minutes of the June 25, 2024, City Commission Meeting.
STAFF RECOMMENDATION: Approval of the minutes.
B. Brand Kit Community Engagement
Staff is requesting approval of the City of Muskegon brand kit. On October 24,
2023, the City Commission approved (6-0) a contract with Kindred Marketing
Agency to develop a new brand kit for the City of Muskegon and was
presented with a community engagement plan for the project.
Kindred Marketing Agency has created a brand kit to address the following
goals:
• Improve Muskegon’s image
• Stimulate economic development
• Unite the community through an inclusive process
• Develop a comprehensive citywide brand strategy and roll-out plan
• Create a dynamic new brand identity
• Demonstrate Muskegon’s connection and community
The current city logo was created decades ago and no brand guidelines,
brand story, or brand kit exist. In 2015, the city embarked on a rebranding
journey, and ultimately no consensus logo was selected. Currently, the City of
Muskegon uses variations of the old logo, individual department logos, random
colors and fonts, and the Watch Muskegon brand kit for city material.
Tonight, city staff, Kindred Marketing Agency, and community members
presented the brand kit to the Commission. Please review the "Rebranding the
City of Muskegon Connect Muskegon page" for more details on the project.
STAFF RECOMMENDATION: To approve the brand kit as presented.
C. Sale of 1518 Jiroch Planning
Staff is requesting approval of a purchase agreement for 1518 Jiroch for
$155,000. 1518 Jiroch was constructed through the agreement with Dave
Dusendang to construct infill housing with ARPA funding. The offer is over the full
listing price with no seller concessions.
STAFF RECOMMENDATION: To approve the Purchase Agreement for 1518 Jiroch
for $155,000 and authorize the Code Coordinator, Samantha Pulos, to sign.
D. Purchase of 1694 Pine Planning
Staff is requesting approval of a purchase agreement to buy 1694 Pine Street.
This lot will be added to the City's Infill Housing Program and city-wide
Brownfield. It is proximal to several other recent builds and future phase lots.
STAFF RECOMMENDATION: Approve the purchase agreement for 1694 Pine, for
$3,500, and authorize the Code Coordinator to sign.
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E. Rezoning of 1903 Marquette Ave from RM-1 to FBC, NC (SECOND
READING) Planning
Request to rezone 1903 Marquette Avenue from RM-1, Low-Density Multiple
Family Residential, to FBC-NC, Form-Based Code, Neighborhood Core, by the
County of Muskegon. This rezoning would help us achieve a goal from the
master plan, which is to "Create a community node at the intersection of
Marquette/Quarterline." The Planning Commission unanimously recommended
approval at their June 13th meeting.
STAFF RECOMMENDATION: To approve the request to rezone the property at
1903 Marquette Ave. from RM-1 to FBC, NC.
F. Water Supply System Bonds Series 2024 Finance
Ordinance authorizing the issuance of a Water Supply Junior Lien Revenue Bond
Series 2024. The bonds are expected to be sold to the Michigan Finance
Authority and payable in 20 annual principal installments at an interest rate of
2.0%. Bond closing is scheduled for August 28th. Estimated Principal Forgiveness
has yet to be determined.
STAFF RECOMMENDATION: To authorize the issuance of Water Sewer Supply
System Bonds, Series 2024 for an amount not to exceed $9,500,000.
G. Phase 2 Contract with MGT Manager's Office
Staff is seeking approval for the second phase of the contract with MGT to
review city policies for their impact on equity. Staff advertised a request for
proposals (RFP) in October 2023 with proposals due November 14. The GARE
Core Team recommended, and the commission approved the award of the
contract to MGT. The first phase included the review of internal policies and an
all employee survey. The second phase will include the review of external
policies and interviews with internal focus groups to determine strengths,
weaknesses, DEI understanding, and readiness to embrace and infuse DEI
through all levels of the organization.
Costs for phase 2 will be split over 2 fiscal years:
$40,312 in fiscal year 2024/25
$39,584 in fiscal year 2025/26
STAFF RECOMMENDATION: To approve the phase 2 contract with MGT and
authorize the Deputy City Manager to sign.
H. MML Workers' Compensation Fund Board Ballot Manager's Office
As a member of the Michigan Municipal League's (MML) Worker's
Compensation Fund, the City of Muskegon votes for the fund's board members.
The Commission must approve a slate of up to three candidates. The
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recommended slate of candidates include the following individuals:
First Term Recommendations:
• Victor Cardenas, City manager, City of Novi
• Daniel Coss, City Administrator, City of DeWitt
• Bridget Dean, Mayor, City of Berkley
STAFF RECOMMENDATION: Approve the MML Workers' Compensation Fund
Board of Trustees slate as presented and authorize the City Manager to sign.
J. NIMS Elevated Storage Tank Improvements Project Public Works
Authorize the award of the Nims Elevated Storage Tank Improvements project in
the amount of $336,499.00 to Fedewa Inc. of Hastings, MI. Our engineering
consultant Prein & Newhof solicited bids for the Nims Elevated Storage Tank
Improvements project that were received On June 11, 2024. This project was
included in our CWRF and CWSRF Project. The low bidder, Fedewa Inc.
submitted a bid price of $336,499.00 which is below the engineer's estimate. Our
engineering consultant, Prein & Newhof, has worked with Fedewa Inc. on other
similar projects and found their work to be acceptable.
This project is financed through the sale of bonds in partnership with the State of
Michigan Clean Water State Revolving Fund (DWSRF) program. The State
program offers grants and principal forgiveness for portions of the project cost.
We anticipate that when bonds are sold later this summer, we will be offered
grants and forgiveness worth 50% of the project cost. For this project, it is
estimated at $168,249.50 of aid. The remainder of the project will be financed
over 20 years at an interest rate of 2.0%.
The portion of the project that will be financed will be added to the water debt
fee. Staff estimates that when fully in effect in FY26, the sewer debt fee
associated with the project will be $0.03 per month on a standard residential bill.
STAFF RECOMMENDATION: To approve the award of the Nims Elevated Storage
Tank Improvements project to Fedewa, Inc. of Hastings, MI, contingent upon
successful financial arrangements with the CWSRF program, and authorize the
Clerk to sign the resolution.
Motion by Vice Mayor St.Clair, second by Commissioner German, to adopt the
Consent Agenda as presented minus items I, K, and L.
ROLL VOTE: Ayes: St.Clair, Johnson, Kilgo, German, Gorman, and Kochin
Nays: None
MOTION PASSES
2024-65 ITEMS REMOVED FROM THE CONSENT AGENDA
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I. Lead Service Lines Replacements Public Works
Authorize the award of the Lead Service Line Replacement, DWRF Project #:
7832-01 Contract to Gustafson HDD LLC of Whitehall, MI, and authorize the
Mayor and Clerk to sign the resolution.Our engineering consultant Prein &
Newhof solicited bids for lead service line replacements.
The low bidder Gustafson HDD LLC of Whitehall, MI has recently completed
similar work for the City of Muskegon, also overseen by Prein & Newhof. Their
bid of $5,489,560.00 and subsequent agreed upon pre-award change order in
the amount of $2,340,820.29 is below the engineer's estimate. Staff
recommends awarding to Gustafson HDD LLC on the basis of our and Prein &
Newhof's experience with them on similar projects.
Gustafson's bid was well below the engineer's estimate. Prein & Newhof worked
with the state to identify additional lead service lines that could be added to
the contract if the bids came in favorably. Therefore, we utilize more of the
principal forgiveness offered to the city. So staff is simultaneously requesting
approval of a change order of $2,340,820.29 to Gustafson's bid to increase the
contract cost to $7,830,380.29 and allow an additional 400 services to be
replaced in Oakview and Sheldon Park neighborhoods.
This project is financed through the sale of bonds in partnership with the State of
Michigan Clean Water State Revolving Fund. The State program offers grants
and principal forgiveness for portions of the project. We anticipate that when
bonds are sold later this summer, we will be offered grants and forgiveness
worth 50% of the project cost. For this project, that is estimated at $3,915,190.00
of aid. The remainder of the project will be financed over 20 years with a 2.0
interest rate.
The portion of the project that will be financed will be added to the water debt
fee. Staff estimates that when fully in effect in FY28 the sewer debt fee
associated with this project will be $0.70 per month on a standard residential bill.
STAFF RECOMMENDATION: Approve awarding of the Lead Service Line
Replacements, DWRF Project No. 7832-01 to Gustafson HDD contingent upon
successful financial arrangements with the CWSRF program, and authorize the
Clerk to sign the resolution.
Motion by Vice Mayor St.Clair, second by Commissioner German, to approve
awarding the Lead Service Line Replacements, DWRF Project No. 7832-01 to
Gustafson HDD contingent upon successful financial arrangements with the
CWSRF program, and authorize the Clerk to sign the resolution.
ROLL VOTE: Ayes: Kochin, St.Clair, Johnson, Kilgo, German, and Gorman
Nays: None
MOTION PASSES
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K. Concur with CRC Recommendation to make Appointment to Planning
Commission City Clerk
To concur with CRC recommendation to appoint Lashae Simmons to the
Planning Commission as Citizen At-Large with a term ending January 31, 2027.
STAFF RECOMMENDATION: To appoint Lashae Simmons to the Planning
Commission as Citizen At-Large with a term ending January 31, 2027.
Motion by Commissioner Kilgo, second by Vice Mayor St.Clair, to appoint
Lashae Simmons to the Planning Commission as Citizen At-Large with the term
ending January 31, 2027.
ROLL VOTE: Ayes: Gorman, Kochin, St.Clair, Johnson, Kilgo, and German
Nays: None
MOTION PASSES
L. Purchase of Tax Auction Properties Planning
Purchase of vacant lots and two houses from the County Lank Bank. Prior to the
August 15th , 2024 Tax Auction, the City has the opportunity to express interest in
vacant land and houses, to the County Land Bank. There are 2 addresses (1183
Pine and 1285 Langeland) with homes on them that will be developed by the
CNS Department with HOME funds and sold to buyers at or below the 80% AMI.
There are 10 vacant lots (1693 Elwood, 669 Jackson, 980 Williams, 428
McLaughlin, 561 Catherine, 645 Hill, 496 Octavius, 1643 Terrace, 999 Washington,
275 Myrtle) that will be used to help further infill housing goals. All properties
purchased will be for public purposes.
STAFF RECOMMENDATION: Authorize the Code Coordinator to proceed with the
purchase of the addresses in the letter of intent from the Muskegon County
Land Bank Tax Auction, 8/15/24.
Motion by Commissioner Kilgo, second by Commissioner Kochin, to authorize
the Code Coordinator to proceed with the purchase of the addresses in the
letter of intent from the Muskegon County Land Bank Tax Auction, 8/15/24.
ROLL VOTE: Ayes: German, Gorman, Kochin, St.Clair, Johnson, and Kilgo
Nays: None
MOTION PASSES
2024-66 PUBLIC HEARINGS
A. Establishment of a Commercial Redevelopment District - 280 W.
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Muskegon Ave. Economic Development
Pursuant to Public Act 255 of 1978, as amended, West Haven 280 LLC has
requested the establishment of a Commercial Redevelopment District. The
creation of the district will allow the building owner to apply for a Commercial
Facilities Exemption Certificate, which will freeze the taxable value of the
building and exempt the new real property investment from local taxes. West
Haven 280 LLC is requesting the establishment of a Commercial
Redevelopment District. This district must be approved in order to apply for a
Commercial Facilities Exemption Certificate.
West Haven 280 LLC are the owners and operators of 280 W. Muskegon Ave. This
facility will house many commercial businesses, such as Broadway Bootcamp
and Little Miss Green Thumb.
STAFF RECOMMENDATION: Close the public hearing and approve the resolution
establishing a Commercial Redevelopment District for 280 W. Muskegon Ave.
The Public Hearing opened to hear and consider any comments from the
public. Comments were heard from Mr. Bernhardt, the owner of the property.
Motion by Commissioner Kochin, second by Commissioner Kilgo, to close the
public hearing and approve the resolution establishing a Commercial
Redevelopment District for 280 W. Muskegon Ave.
ROLL VOTE: Ayes: German, Gorman, Kochin, St.Clair, Johnson, and Kilgo
Nays: None
MOTION PASSES
B. Issuance of a Commercial Facilities Exemption Certificate - West Haven
280 LLC Economic Development
Pursuant to Public Act 255 of 1978, as amended, West Haven 280 LLC has
requested the issuance of a Commercial Facilities Exemption Certificate. The
certificate will freeze the taxable value of the building and exempt new real
property investment from local taxes. The company will be investing over
$1,050,000 in the building and will create 22 new jobs, which qualifies them for
an abatement of 4 years. West Haven 280 LLC will rehab the 11,500 sq. ft.
facility starting in July 2024. The total real property investment will be
$1,050,000 and will create 22 new jobs.
West Haven 280 LLC recently purchased 280 W. Muskegon Ave from Central
United Methodist Church. This will change this building to commercial use, which
will create taxable value. This building will house several family businesses,
including Little Miss Green Thumb, Broadway Bootcamp, and Heal from Within. It
will also house a performance venue, coffee shop, immersive play area, and
additional lease space.
Staff Comments: The Commercial Redevelopment District is scheduled for
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public hearing and approval for July 9th by the City Commission. The resolution
is included in the agenda packet.
The Internal Tax Committee reviewed the applicant's project on June 26, 2024,
and based on their findings and calculations, the committee suggests approval
of the attached resolution for a term of 4 years for real property. The company
has turned in all necessary documents.
STAFF RECOMMENDATION: Close the public hearing and approve the resolution
granting a Commercial Facilities Exemption Certificate for a term of 4 years for
real property to West Haven 280 LLC and to authorize the Mayor and Clerk to
sign.
The Public Hearing opened to hear and consider any comments from the
public. Comments were heard from Theresa Bernhardt who will be operating in
the building.
Motion by Vice Mayor St.Clair, second by Commissioner Gorman, to close the
public hearing and approve the resolution granting a Commercial Facilities
Exemption Certificate for a term of 6 years for real property to West Haven 280
LLC and to authorize the Mayor and Clerk to sign.
ROLL VOTE: Ayes: Johnson, Kilgo, German, Gorman, Kochin, and St. Clair
Nays: None
MOTION PASSES
2024-67 ANY OTHER BUSINESS
Judith Hayner, Director of Muskegon City Public Art Initiative, presented new art
instillation.
Motion by Commissioner Kilgo, second by Vice Mayor St.Clair, to approve the
art instillation at Marsh Field.
ROLL VOTE: Ayes: Kilgo, German, Gorman, Kochin, St.Clair, and Johnson
Nays:
MOTION PASSES
Commissioner Kochin announced the Planning Commission will be discussing
Dock Development on July 11th; July 16th meeting at Hartshorn Marina is from
4:30-6:30 p.m.; and the July 16th Pooch Parade is at McGraft Park, 6-9 p.m.
PUBLIC COMMENT ON NON-AGENDA ITEMS
Public comments received.
2024-68 CLOSED SESSION
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A. Discuss Pending Litigation and Attorney Client Privileged Information
Finance
Motion by Vice Mayor St.Clair, second by Commissioner , to go into closed
session to discuss material exempt from disclosure under the attorney-client
privilege, MCL 15.243(1)(g), pursuant to MCL Section 8(h) of the Open Meetings
Act and Section 8(e) of the Open Meetings Act to discuss trial or settlement
strategy with legal counsel in connection with the Joe Hathorn v. City of
Muskegon lawsuit pending in Muskegon County Circuit Court because
discussion on the open record will have a detrimental financial effect on the
litigating or settlement position of the City of Muskegon and its employees and
officials.
ROLL VOTE: Ayes: German, Gorman, Kochin, St.Clair, Johnson,and Kilgo
Nays: None
MOTION PASSES
Motion by Commissioner German, second by Commissioner Kilgo, to go into
open session.
ROLL VOTE: Ayes: Gorman, Kochin, St.Clair, Johnson, Kilgo, and German
Nays: None
MOTION PASSES
Motion by Vice Mayor St.Clair, second by Commissioner Kilgo, to follow the
advice from counsel regarding settlement of the Joe Hathorn v. City of
Muskegon lawsuit pending in Muskegon County Circuit Court.
ROLL VOTE: Ayes: Kochin, St.Clair, Johnson, Kilgo, German, and Gorman
Nays: None
MOTION PASSES
ADJOURNMENT:
The City Commission Meeting adjourned at 8:35 p.m.
Respectfully Submitted,
Ann Marie Meisch, MMC City Clerk
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Agenda Item Review Form
Muskegon City Commission
Commission Meeting Date: July 23, 2024 Title: Contract Modification - H92344 Edgewater
Submitted by: Joel Brookens, Engineer, Dan Department: DPW- Engineering
VanderHeide, Public Works Director
Brief Summary:
City staff is requesting to authorize a change order in the amount of $86,345 for additional water
main work from the Edgewater Street contractor, Mc Cormick Sand.
Detailed Summary & Background:
Since design was completed, city staff has discovered broken valves on the water main that feeds
Edgewater Street. A portion of this water main also crosses private property. Instead of replacing the
valves in their current location, staff would like to use the opportunity to coordinate with the road
construction project scheduled for later this summer and extend the water main within Edgewater;
thereby abandoning the main on private property. The plan sheet showing the revisions is included
for reference.
The contractor agreed to complete the work for $86,345 as shown on the attached change order
document. Staff has reviewed the pricing and finds it to be reasonable and appropriate for the
work. It is staff's recommendation that the pricing offered by McCormick Sand is less than it would be
to contract for the work separately, and that City forces do not have the capacity to complete the
work at this time, and the change order should be authorized.
Goal/Focus Area/Action Item Addressed:
Key Focus Areas:
Sustainability in financial practices and infrastructure
Goal/Action Item:
2027 GOAL 4: FINANCIAL INFRASTRUCTURE - Reliable and efficient short and long term financial
practices
Amount Requested: Budgeted Item:
$86,345.00 Yes No x N/A
Fund(s) or Account(s): Budget Amendment Needed:
591-901-801-92334 Yes x No N/A
Recommended Motion:
To approve the contract modification to H92344 Edgewater in the amount of $86,345.00 to
McCormick Sand and authorize staff to sign.
Approvals: Guest(s) Invited / Presenting:
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Immediate Division x
Head No
Information
Technology
Other Division Heads x
Communication
Legal Review
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CITY OF MUSKEGON
CHANGE ORDER #01
Project No.: H92344 Edgewater, Lakeshore to Thompson
Contractor Information:
Company Name: Mc Cormick Sand
Street Address: 5430 Russell Rd, Twin Lake, MI 49457
Contact Name: David Vander Molen
Requested Time Change Order Date: July 8, 2024
The following change is ordered, subject to conditions hereinafter set forth:
The Contract Time is extended 3 weeks from the original 6 weeks, now being 9 weeks, and extending the
Contract Completion Date of: November 1, 2024 to November 15, 2024.
The City of Muskegon has duly determined that:
• Additional water main work is requested, as shown on additional construction plan sheet. Add
this sheet to the construction documents.
• Itemized list of pay items to be added to the contract are also attached.
Original Contact Amount: $ 822,395.00
Net change (+/-): $ 86,345.00
Revised Contract Amount: $ 908,740.00
The aforementioned changes, and work affected thereby, are subject to all contract stipulation and
covenants.
Contractor Approval City of Muskegon Approval
Authorized Representative Signature Date Authorized Representative Signature Date
Printed Name Title Printed Name Title
Joel Brookens July 8, 2024
Prepared By Date
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ADDITIONAL WATERMAIN QUANTITIES THIS SHEET
DEWATERING SYSTEM, TRENCH 245 FT
WATERMAIN, DI, 6 INCH, TR DET G, MODIFIED 8 FT
WATERMAIN, DI, 8 INCH, TR DET G, MODIFIED 245 FT
EDGEWATER ST WATERMAIN ADDITION
BEND, 8 INCH, 11.25 DEGREE, DI MJ 1 EA
72
31 BEND, 8 INCH, 45 DEGREE, DI MJ 1 EA
CAP, 8 INCH, DI MJ 1 EA
HYDRANT, 6 INCH, STANDARD 1 EA
PLUG, 8 INCH, DI MJ 1 EA
SLEEVE, 8 INCH, LONG, DI MJ 1 EA
TAPPING SLEEVE AND VALVE, 24 INCH X 8 INCH, WITH BOX 1 EA
TEE, 8 INCH X 8 INCH, DI MJ 1 EA
82 TEE, 8 INCH X 6 INCH, DI MJ 1 EA
LINE
31 "
VALVE, 6 INCH, GATE, WITH BOX 1 EA 36
VALVE, 8 INCH, GATE, WITH BOX "-
1 EA 25
E E
UB TR
R
SH
30" CONC STM
MP
OUTLET
18" SAN 18" SAN
PRIVATE
I.V. SIGN
PRIVATE
SIGN
SIGN
R. R.
IR EAD IR EAD
H H PROP 271.6' 10" D.I. @ .20 %
PROP 144.5' 15" PVC @ .1%
12" CONC STM 12" STM
CONC
PROP 30.5' 10" D.I.
15" CONC STM
C3 STM
PROP 31' B-B
NC
EX. 31' B-B
66' ROW
PROP 29.0' 12"
CO
TM
5+10
6+00
7+00
8+00
21"
9+00
EE "
CS
M
TR "- 18
ST
WM
N
TB-01 TB-02 4" C1
CO
6
EX 2
10"
DIVIDED
ISLAND
10"
UB
SIGN
R
SH
27
RESTRAIN
BLUFFTON
SIGN
9+
EX 8" WM UB
C4 R C2
7
PROP 8" WM H
3.3
PROP 8" WM S IRR.
9' MP
HEAD
9+8
MATCH
I.V. PED
XWALK
SIGN
conc sw conc sw
C5
.2
SHRUBS
00 WM 63 .E.
92 4" +
32 31 9 .O
EX 8" WM
STA 8+80 RT 2
EX P
1 EA VALVE, 8 INCH, GATE WITH BOX M
ST
C
C ON
STA 8+91 RT 21"
1 EA HYDRANT, 6 INCH, STANDARD
8 5 8 FT WATERMAIN, DI, 6 INCH, TR DET G, MODIFIED
5 31
12"
9 WM
31 7 1 EA VALVE, 6 INCH, GATE, WITH BOX 24"
18
CN
3
1 EA TEE, 8 INCH X 6 INCH, DI MJ
CST
M
STA 9+24 RT TO 9+41 RT
STA 6+87 RT TO 9+25 RT 1 EA TAPPING SLEEVE AND VALVE, 24 INCH X 8 INCH, WITH BOX
245 FT WATERMAIN, DI, 8 INCH, TR DET G, MODIFIED D K
PE AL
XW IGN
S
1 EA TEE, 8 INCH X 8 INCH, DI MJ
1 EA PLUG, 8 INCH, DI MJ
STA 6+87 RT 1 EA BEND, 8 INCH, 11.25 DEGREE, DI MJ
1 EA SLEEVE, 8 INCH, LONG, DI MJ 1 EA BEND, 8 INCH, 45 DEGREE, DI MJ
1 EA CAP, 8 INCH, DI MJ
(THRUST BLOCK CAP)
PROFILE VIEW OF EDGEWATER
Station
5+10 6+00 7+00 8+00 9+00 9+63
588 588
9+06
EX STORM MH
587 587
586 586
NORTH EDGE OF METAL LSD
585 EX. RT SW EX. RT SW 585
PROP. CL EDGE WATER ST EX. CL EDGE WATER ST
584 PROP. CL 584
EX. CL
583 583
EX. 21" STM
EX. 21" STM
Elevation
Elevation
582 582
581 581
WATER TABLE 580.2 WATER TABLE 580.2
580 580
579 579
PROP TOP 8" WM 579.0
PROP TOP 8" WM 578.7
EX 24" C.I. WM
PROP TOP 8" WM 578.7
EX 8" C.I. WM EX 8" C.I. WM PROP 8" DI WM PROP 8" DI WM
578 578
8" X 6" HYDRANT TEE
3 WORKING DAYS
EXCLUDING SAT, SUN & HOLIDAYS
577 577
24" X 8" TAPPING
SLEEVE & VALVE
MEET EX 8" WM
DIG
MISS
8" X 8" TEE
111/4° BEND
576 576
8" SLEEVE
45° BEND
575 575
5+10 6+00 6+87 7+00 8+00 9+00 9+17 9+63
8+91 9+25
PROP CL EDGEWATER ST ELEVATIONS
SCALE: 1"=20'
583.69
583.59
584.42
584.05
583.60
583.90
584.74
583.75
584.77
583.74
583.85
584.00
584.20
583.58
583.82
583.70
583.20
584.01
584.13
583.81
VERT. SCALE: 1"=2'
EX CL EDGEWATER ST ELEVATIONS
5+10 6+00 7+00 8+00 9+00 9+63.17 CITY OF MUSKEGON EDGEWATER ST.
OFFICE OF THE CITY ENGINEER THOMPSON TO LAKESHORE DR
DRAWN F. PEASE DEC 23 REVISION
CHECKED REVISION
SURVEY F.P. J.L. 2023
H-92344
AS-BUILT PROJECT NO
APPROVED REVISION SCALE 1" = 20' SHEET NO 4 OF 5
Page 19 of 156
Agenda Item Review Form
Muskegon City Commission
Commission Meeting Date: July 23, 2024 Title: Placement of "The Portal" Public Art on City
Property
Submitted by: LeighAnn Mikesell, Deputy City Department: Manager's Office
Manager
Brief Summary:
Staff is seeking approval for the placement of a new public art piece on city property.
Detailed Summary & Background:
The ninth project of the ten piece series through the Muskegon City Public Art Initiative will be ready
to be installed this summer. A local artist, Lee Brown, has designed "The Portal," which is in the final
stages of fabrication. Crews are working to establish the necessary electrical service and construct
the foundation for this 42' diameter Corten Steel Circle. The entire project has been a collaboration
of local talent, from the artist to the Harbor Steel materials supplied to the fabricators at Versatile
Fabrication to the excavation done by Jackson-Merkey.
Previously, the City Commission had expressed its support for the project in September 2022 and
again in the fall of 2023. Since the informal support was given, the City Commission updated the city's
Public Art Policy, which requires the approval of the Commission for the placement of public art on
city property. This item is intended to formalize that approval and meet the requirements of the
updated Public Art Policy.
Goal/Focus Area/Action Item Addressed:
Key Focus Areas:
Goal/Action Item:
2027 Goal 1: Destination Community & Quality of Life
Amount Requested: Budgeted Item:
N/A Yes No N/A X
Fund(s) or Account(s): Budget Amendment Needed:
N/A Yes No N/A X
Recommended Motion:
To approve the placement of a new sculpture entitled The Portal on city-owned property located at
350 Shoreline Drive.
Approvals: Guest(s) Invited / Presenting:
Immediate Division X
Page 20 of 156
Head No
Information
Technology
Other Division Heads
Communication
Legal Review
Page 21 of 156
Portal Sculpture
R
Know what's
Page 22 of 156
Advertisement
SUBSCRIBER
Muskegon’s latest $316K art project is a ‘portal’ to city’s
past and future
Updated: Nov. 13, 2023, 10:35 a.m. | Published: Nov. 13, 2023, 10:30 a.m.
A rendering of the PORTAL, the eighth of 10 projects of the Muskegon City Public Art Initiative, will overlook the City of Muskegon’s Shoreline
Drive. (Photo Courtesy of Muskegon City Public Art Initiative) Photo Courtesy of Muskegon City Public Art Initiative
Page 23 of 156
By Lindsay Moore | lmoore@mlive.com
MUSKEGON, MI — The latest installment of Muskegon’s growing public art scene was inspired by big dreams
and aspirations of the past and future.
The PORTAL, a 45-foot circle of Corten steel, will be the eighth of 10 projects that will eventually make up the
Muskegon City Public Art Initiative.
Established in July 2018, the public art initiative was established to develop and oversee the commission of 10
monumental works of public art. The project is part of the Community Foundation for Muskegon County.
Advertisement
Ad removed. Details
The inner circle of the PORTAL will be lit day and night as the monument overlooks Shoreline Drive. Created
by Muskegon artist Lee S. Brown, plans are for it to be installed in September 2024. Brown’s vision was to
embody the big dreams and ambitions of the people of Muskegon, according to a MCPAI press release.
This sculpture’s steel frame also pays homage to Muskegon’s industrial heritage.
The circle nods to Sealed Power, a Muskegon company that builds piston rings for Continental Motors, also of
Muskegon. The companies, both founded in the early 1900s, once served Michigan’s emerging automobile
industry, as well as war efforts during World War I.
Sealed Power, later known as SPX, developed into one of Muskegon’s most iconic industrial companies, and its
only Fortune 500 company, employing over 1,500 workers at its peak and producing millions of piston rings
annually, according to MCPAI.
Coming full circle, the PORTAL will be located on property in front of the former SPX headquarters and near
the company’s first plant.
The City of Muskegon is considering an expanded bike/pedestrian pathway to include a hard-surface trail up to
and through the sculpture. In addition, Michigan’s Edge Adventure Bike Association is investigating the
feasibility of developing an urban bike park in that area, according to MCPAI.
The PORTAL will be the largest and most expensive commission thus far in the public art initiative.
Advertisement
Page 24 of 156
Fundraising for the PORTAL began in September. So far, MCPAI has raised $233,080 in cash gifts and pledges,
representing 74% of the goal, with $82,200 remaining.
Gifts to the PORTAL Sculpture Fund may be sent to the Community Foundation for Muskegon County, 425 W.
Western Ave., Muskegon MI 49440. Gifts of $1,000 or more will be recognized on signage at the site.
Want more Muskegon area news? Bookmark the local Muskegon news page or sign up for the free “3@3 Muskegon” daily
newsletter.
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Page 25 of 156
Agenda Item Review Form
Muskegon City Commission
Commission Meeting Date: July 23, 2024 Title: Fire Union Contract Tentative Agreements
Submitted by: LeighAnn Mikesell, Deputy City Department: Manager's Office
Manager
Brief Summary:
Staff is seeking approval of the contract with the IAFF (Fire) union.
Detailed Summary & Background:
Management and IAFF have reached tentative agreement on changes to the contract, and the
agreements are summarized in the attachment. Once the City Commission approves the tentative
agreements, the full contract will be amended. Changes will be implemented once all parties have
signed the contract.
Goal/Focus Area/Action Item Addressed:
Key Focus Areas:
Goal/Action Item:
Administrative Action
Amount Requested: Budgeted Item:
N/A Yes No N/A X
Fund(s) or Account(s): Budget Amendment Needed:
N/A Yes No N/A X
Recommended Motion:
To approve the tentative agreements for the IAFF union contract.
Approvals: Guest(s) Invited / Presenting:
Immediate Division X
Head No
Information
Technology
Other Division Heads X
Communication
Legal Review
Page 26 of 156
Michigan Professional Fire Fighter Union Contract 2024-2028
Tentative Agreements
Article/Section in New
Contract Changes
Clean up language, restructure for flow, removed redundancy, added table of
contents, added provision for prevention employees (Fire Marshal and
Inspector) throughout the contract where differences apply rather than having
Entire Contract a separate exhibit.
Aligned with police contracts to allow a set number (12) of days per year to be
5.2 Release Time used by the union allowing for 2 employees as delegates at any one time.
7.9 Hazardous Materials Section deleted.
A wage reset was negotiated for 2024. Thereafter, rasises are set at 4% in 2025
8 Wages and 3% in 2026, 2027, and 2028.
Reinstated 2% of base pay with a maximum salary of $15,000 for employees
8.2 Longevity who have five years of service. Aligns with other contracts.
Changed miminum overtime for employees called in to 3 hours. Aligns with
8.3 Overtime Pay police contracts.
New section to allow members compensatory time rather than overtime. Set
rules for maximum accrual, pay out, use, and following conditions of any grants
that may apply. Comp time is not a matter of right and will only be granted
8.6 Compensatory Time with management approval. It cannot create overtime.
Increased to $90 per employee per quarter totalling approximately $2500 per
8.7 Table Allowance quarter. The allowance had previously been capped at $1875 per quarter.
All employees working on a daily or interim acting assignment shall now be
paid at the rate for the higher classification. Clarified requirements for acting
eligibility lists. Provides for release time and training funds to help employees
8.8 Acting Assignment become eligible.
New section outlining the specialized teams, notice of openings, functioning as
a City of Muskegon employee with associated benefits and protections while
on the team, and release time for training and meetings. Management retains
8.9 Specialized Teams rights to select most qualified member for all special teams.
New section establishing EMS Coordinator role and stipend. Management
8.10 Special Assignments retains rights to select the most qualified member for this role.
Changed vacation time accrual to be in closer alignment with other employees.
Allow up to 2 days of vacation for probationary employees. Added ability to
roll over a certain amount of vacation time to the next year. Added protection
10.1 Vacation Eligibility and from being called in to work on normal days off contiguous with scheduled
Amount vacation days.
Page 27 of 156
10.6 Unused Vacation or Allows cashing or conversion of vacation and personal days with no cap.
Personal Leave Provides options for cashing or contributing to certain accounts.
Adds 12 hours of holiday pay or compensatory time for employees who are
NOT working on a holiday. Previously, employees needed to be working on the
11.1 Holiday Pay holiday to get any holiday pay.
Advances the earning of 4 personal days to employees who have completed 1
year of service rather than 10 years of service. This is accrual aligns fairly well
with police. Allows personal days to be awarded on a quarterly basis for
11.2 Personal Leave probationary employees.
New section allowing personal days to be converted to sick time or cashed.
Probationary employees are excluded from cash out. No other employees can
11.3 Cash Out/Conversion cash or convert personal time.
Accelerates the accrual of sick leave for suppression employees, accrual aligns
13.1 Sick Leave Accrual, with other employees, allows for a small amount of emergency sick leave for
Eligibility, and Rules probationary employees, combined former Article 13 and Exhibit D for clarity
New section providing approximately one month of paid leave for the birth or
13.2 Paid Family Leave placement of a child. Aligns closely with police.
Increases paid leave time for certain immediate family members, allows for the
use of this leave non-consecutively with approval from management. Aligns
14.1 Bereavement Leave fairly well with some other contract employees.
Revised language to provide clarity and better align with other contracts and
Article 15 Insurance current practices.
Clarified eligibility of dependants, revised language for premium based on
updated practices for employer paid benefits. Includes provision for re-
15.3 Health Insurance opening contract if HMO negotiated increase exceeds 12%.
Changed the employer match for HSCP and allowed for affected employee
15.7 HCSP Contribution groups to change their contribution after approved by the City Commission.
16.3 Physical and Health
Screening New section allowing for more comprehensive health screening as outlined.
Article 17 Uniform
Allowance Increased shoe/boot allowance and outlines procedures for such.
Article 19 Disciplinary Action Revised time frames for filing and responding.
Revised the rates for the defined contribution plan for both employees and the
25.2 Contributions employer. Rates align well with police contracts.
Revised language of residency incentives to match any offered to non-union
Article 27 Residency employees.
Revised certifications required for completion of probation and commits the
city to progress toward and EMT-Basic State of Michigan Life Support Agency
Article 29 Certifications License.
New section providing 2 beach parking passes to each employee. Matches
Article 30 Miscellaneous police and clerical contracts.
Page 28 of 156
Article 31 Physical Fitness Disallows vaping for all employees and allows banking of equipment allowance.
Updates requirements for various groups seeking promotion and increases
33.1 Civil Service minimum passing score.
Updates requirements for probationary periods, requires exams to be
validated, and clarifies that years of experience follows the same rules as
33.2 Miscellaneous Article 12, Seniority.
33.3 Annual Promotional
Examinations Adds language to address the future establishment of an Engineer position.
33.4 Prevention and New section that prohibits the use of time working in a prevention position for
Suppression time required in a promoted suppression position.
33.5 Specialized Promoted
Positions Adds language addressing a voluntary demotion during a probationary period.
Prohibits the use of part time personnel in acting officer positions. Requires
Article 36 Part Time that full time personnel be given first opportunities to work overtime.
Employees Increases the minimum staffing required for part time personnel to be allowed.
Article 37 Shift and Station Added language for future Engineer position and removed language on
Picks permanent drivers.
Article 38 Social Security Agreement not to petition the state to participate in Social Security.
Agreement to expand the Tuition Reimbursement Program to include non-
degree courses such as certification courses and job related courses with a
Article 39 Education certificate of completion. Management plans to make this adjustment for all
Assistance groups.
Article 40 Training New article clarifying coverage and use of equipment for training courses.
Page 29 of 156
Agenda Item Review Form
Muskegon City Commission
Commission Meeting Date: July 23, 2024 Title: DWSRF Construction Engineering
Submitted by: Dan VanderHeide, Public Works Department: Public Works
Director
Brief Summary:
Staff requests authorization to enter into a contract change order with Prein & Newhof in the amount
of $141,400 due to increases in the scope of the lead service line replacement project that is part of
the 2024 DWSRF program.
Detailed Summary & Background:
At the July 11, 2024 meeting the Commission approved award of a contract to Gustafson HDD and
the sale of bonds to finance the replacement of approximately 1,300 lead service lines in the City.
The original contract with Prein & Newhof, the City's engineering consultant on the project,
contemplated about 900 service lines. Due to favorable bid pricing we were able to award an
additional 400 services lines in the construction contract to bring the total to 1,300. Prein & Newhof is
requesting an increase in their contract related to construction engineering costs for the additional
400 service lines include on-site inspection services, grant and contract administration, and
environmental clearance work. The additional $141,400 requested is an eligible expense under the
DWSRF program, so the City will receive 49% principal forgiveness and the remainder will be included
on the 20-year bond with the other project expenses.
Goal/Focus Area/Action Item Addressed:
Key Focus Areas:
Decrease infrastructure burden on residents, Sustainability in financial practices and infrastructure
Goal/Action Item:
2027 GOAL 4: FINANCIAL INFRASTRUCTURE - Reliable and efficient short and long term financial
practices
Amount Requested: Budgeted Item:
$141,400 Yes No X N/A
Fund(s) or Account(s): Budget Amendment Needed:
591-555 (Bonded) Yes No N/A X
Recommended Motion:
Move to authorize staff to enter into a contract change order with Prein & Newhof in the amount of
$141,400 due to increases in the scope of the lead service line replacement project that is part of the
2024 DWSRF program and authorize staff to sign.
Approvals: Guest(s) Invited / Presenting:
Page 30 of 156
Immediate Division X
Head No
Information
Technology
Other Division Heads X
Communication
Legal Review
Page 31 of 156
July 1, 2024
Mr. Dan VanderHeide, P.E.
City of Muskegon
Department of Public Works
1350 Keating Avenue
Muskegon, MI 49442
Re: Proposal for Professional Engineering Services Amendment for Drinking Water Revolving
Fund (DWRF) 2024 Implementation for Lead Service Line Replacements
Dear Mr. VanderHeide:
We are requesting an amendment to our professional engineering services agreement for the Lead
Service Line Replacement project. Because the bids recently received were lower than anticipated,
the City is able to add another 400 service lines. This project will be funded through the DWSRF
loan and grant you will be receiving through the Michigan Department of Environmental, Great
Lakes, and Energy (EGLE). The City will be a 49% principal forgiveness and 51% low interest loan
for this work.
The amendment to our fee is being requested for the construction phase of the project. The original
scope was for approximately 900 service line replacements. As noted above, 400 services are being
added. We are requesting an additional $141,400 to our original $397,600 fee.
If this proposal is acceptable to you, we will prepare a Professional Services Agreement amendment
for your signature. Should you have any questions, please contact us.
Sincerely,
Prein&Newhof
Barbara E. Marczak, P.E.
Enclosures: Estimated work effort/fee
4910 Stariha Drive Muskegon, MI 49441 t. 231-798-0101 f. 231-798-0337 www.preinnewhof.com
S:\2023\2230966 City of Muskegon\PRM\prp 2024-07-01 amendment LSL replacement.doc
Page 32 of 156
Project No. 2230966
Professional Services Agreement Amendment
Amendment Number : 1
Project Name: FY 24 DWRF LSLR
P&N Representative: Barbara Marczak, P.E.
Client: City of Muskegon
Client Representative: Dan VanderHeide, P.E.
AGREEMENT: The Agreement Amendment modifies the original agreement for professional services dated:
December 1, 2023
Client hereby requests and authorizes a change in services in accordance with the following:
SCOPE OF SERVICES MODIFICATION:
Project scope has been increased to replace 400 additional water services.
SCHEDULE OF SERVICES MODIFICATION:
NA
BUDGET MODIFICATION:
$141,400.00 increase. Revised budget will be $459,600.00
METHOD OF COMPENSATION:
☐ Lump Sum for Defined Scope of Services
☒ Hourly Billing Rates plus Reimbursable Expenses
☐ Other:
ADDITIONAL PROVISIONS (IF ANY):
None
Prepared by: Accepted for:
Prein&Newhof, Inc. City of Muskegon
By: By:
Print Name: Jason Washler, P.E. Print Name: Dan VanderHeide, P.E.
Title: Vice President Title: Director of Public Works
Date: Date:
3355 Evergreen Drive, NE Grand Rapids, MI 49525 t.616-364-8491 f. 616-364-6955 www.preinnewhof.com
Template date: October 28, 2015 Page 1 of 1 S:\2023\2230966 City of Muskegon\PRM\psa amend 2024-06-27.docx
Page 33 of 156
Agenda Item Review Form
Muskegon City Commission
Commission Meeting Date: July 23, 2024 Title: Certification of MERS Representatives
Submitted by: Jessica Rabe, Assistant Finance Department: Finance
Director
Brief Summary:
Assigning Delegates for MERS Conference
Detailed Summary & Background:
The MERS plan document provides that "the governing body for each municipality shall certify the
names of (2) delegates to the Annual Meeting. One delegate shall be a member who is an officer of
the municipality appointed by the governing body of the municipality. The other delegate shall be a
member who is not an officer of the municipality, elected by the member officer/employees of the
municipality."
The City's employee units previously agreed to a rotating system (based on date of joining MERS) to
select on official employee representative. This year the official employee representative attending
the MERS conference will be Michael Edens from Police Unit.
The Officer Delegate will be Laurie Stephens, Finance Clerk this year.
Goal/Focus Area/Action Item Addressed:
Key Focus Areas:
Goal/Action Item:
2027 Goal 4: Financial Infrastructure
Amount Requested: Budgeted Item:
$510 plus travel Yes No N/A
Fund(s) or Account(s): Budget Amendment Needed:
Yes No N/A
Recommended Motion:
To approve Laurie Stephens (Finance Clerk) as designated delegate to MERS Conference and to
make Michael Edens (Police Officer) an employee representative.
Approvals: Guest(s) Invited / Presenting:
Immediate Division
Head No
Information
Technology
Page 34 of 156
Other Division Heads
Communication
Legal Review
Page 35 of 156
Municipal Employees’ Retirement System of Michigan
1134 Municipal Way • Lansing, MI 48917
800.767.6377
www.mersofmich.com
2024 Officer and Employee Delegate Certification Form
MERS Annual Business Meeting | October 2024
Please print clearly • Scan and attach this file when you register online • Retain a copy for your records
IMPORTANT: If you are not electing/appointing delegates to vote during the MERS Annual Business Meeting, please
DO NOT submit this form. A delegate is NOT confirmed to have voting rights until this form has been uploaded with
their online registration.
The voting delegate representative must be a MERS member, defined as an active employee on payroll who is enrolled in either a
MERS Defined Benefit Plan, Defined Contribution Plan or Hybrid Plan.
1. Officer (and alternate) delegate information
The officer delegate (or alternate) shall be a MERS member who holds a department head position or above, exercises management
responsibilities, and is directly responsible to the legislative, executive, or judicial branch of government.
Officer Delegate name
Laurie Stehpens
Officer Alternate name
Officer delegate and alternate listed above were appointed to serve during the 2024 MERS Annual Business Meeting by official action
July 23
of the governing body (or chief judge for a participating court) on _____________________, 2024.
2. Employee (and alternate) delegate information
The employee delegate (or alternate) shall be an employee member who is not responsible for management decisions, receives
direction from management and, in general, is not directly responsible to the legislative, executive, or judicial branch of government.
Employee Delegate name
Michael Edens
Employee Alternate name
Employee delegate and alternate listed above were elected to serve during the 2024 MERS Annual Business Meeting by secret ballot
election conducted by an authorized officer on _____________________, 2024.
3. Certification
NOTE: Certification should be signed by a member of the governing body or chief administrative officer, or the chief judge for a
participating court. An electronic signature is permissible.
I certify that the officer delegate and alternate selections are true and correct, and the secret ballot election results for the employee
delegate and alternate are true and correct.
Employer/municipality name* Municipality number* Email address
CITY OF MUSKEGON 56320 ANN.MEISCH@SHORELINECITY.COM
Employer address Employer city Employer state Employer zip code
933 TERRACE MUSKEGON MI 49440
Printed name Title of authorized authority*
ANN MEISCH CLERK
Authorized signature* Date
* Required field
2
1. You may complete it electronically (an electronic authorized signature is permissible),
then save it and upload it when registering your delegate(s) – OR –
ways to
complete
2. You may print it off and complete it, then scan and upload it to your computer for
uploading when you register your delegate(s).
Form 7175 (version 2024-05-29)
Page 36 of 156
Agenda Item Review Form
Muskegon City Commission
Commission Meeting Date: July 23, 2024 Title: Reservoir Inspections
Submitted by: Joshua Parmer, Water Filtration Department: Public Works
Brief Summary:
Staff is requesting authorization to contract with Prein&Newhof for professional services related to
both the City of Muskegon Filtration Plant and Harvey Booster Station finished water reservoirs.
Detailed Summary & Background:
Detailed Summary:
The City of Muskegon’s water system has two in-ground concrete reservoirs, one at the Water
Filtration Plant, and one at the Harvey Pump Station. These two reservoirs provide a combined
total of 10.6 million gallons of drinking water storage, or 78% of the City’s drinking water
storage capacity. MiEGLE recommends reservoir inspections be completed every 5 years. A
complete, all-inclusive inspection of the reservoirs will identify the repairs necessary to ensure
their longevity and determine if any upgrades are required to maintain compliance with
drinking water regulations.
Request for Proposal (RFP) – Reservoir Inspection Proposal was sent out, and 3 proposals were
received by the clerk’s office by the deadline.
Prein&Newhof $82,540
Wade Trim, Inc $46,980
Aqueous Infrastructure Management $9,970
Staff is recommending the proposal from Prein&Newhof (P&N) for $82,540. This bid includes a
professional diver performing the inspection while the reservoirs remain full. The proposal from
Wade Trim is a traditional inspection that requires the reservoirs to be fully drained. Aqueous
Infrastructure Management submitted a proposal with a cost that appears too low for a
project of this scope; we have been unable to reach representatives at Aqueous
Infrastructure Management for clarification on their proposal.
The P&N proposal is the most expensive of the three proposals due to the cost of the diver
subcontract ($50,690 of the $82,540); however, we believe this proposal to be in the best
interest of the City.
• P&N’s previous experience in working with the City provides them with a deep
understanding of our water plant and its operation. This is evident in their very thorough
proposal that shows an understanding of the unique aspects of our water plant and
considers how an inspection would impact the water treatment process.
• P&N’s diver subcontract, Solomon Diving, is an experienced commercial diving team
that has previous experience with inspections of the City’s water reservoirs.
• P&N is working on another project involving a repair on pumping equipment within the
Page 37 of 156
reservoirs at the Water Plant. The City would benefit from the close coordination on
these two projects if they are both managed by P&N.
• Utilizing a diver will reduce operational impacts and improve water system reliability.
Since the reservoirs will not be drained for a diver inspection, the total time we operate
with reduced water storage will be reduced by a few days.
• It reduces the staff and equipment costs involved with draining the reservoirs. Each time
one of the four sections are drained for a traditional inspection, it involves significant
staff time, requires additional equipment, and introduces complications with disposing
of the chlorinated water.
Goal/Focus Area/Action Item Addressed:
Key Focus Areas:
Decrease infrastructure burden on residents, Sustainability in financial practices and infrastructure
Goal/Action Item:
2027 Goal 4: Financial Infrastructure
Amount Requested: Budgeted Item:
$82,540.00 Yes X No N/A
Fund(s) or Account(s): Budget Amendment Needed:
591-901-801-92034 & 92035 Yes No X N/A
Recommended Motion:
Authorize staff to contract with Prein&Newhof in the amount of $82,540.00 for professional services for
inspections to both the City of Muskegon Filtration Plant and Harvey Booster Station finished water
reservoirs and authorize staff to sign.
Approvals: Guest(s) Invited / Presenting:
Immediate Division X
Head No
Information
Technology
Other Division Heads
Communication
Legal Review
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Agenda Item Review Form
Muskegon City Commission
Commission Meeting Date: July 23, 2024 Title: Amendment to the planned unit
development (PUD) at Harbor 31 to include the
addition of a fence at 140-146 Viridian Dr.
Submitted by: Mike Franzak, Planning Director Department: Planning
Brief Summary:
The Lakefront Condo Association (LFCA) at 140-146 Viridian Drive has requested to amend the Harbor
31 PUD to allow for a fence to be placed on their property. The request is for a four-foot, black,
aluminum fence (see details in attachment/memo from applicant). There would not be any gates on
the fence and it would be open near the driveway approach and along the boardwalk. The
applicant is requesting the fence to keep people from trespassing on the property to access the
boardwalk.
Detailed Summary & Background:
The Planning Commission unanimously recommended approval of the fence.
Goal/Focus Area/Action Item Addressed:
Key Focus Areas:
Goal/Action Item:
2027 Goal 1: Destination Community & Quality of Life
Amount Requested: Budgeted Item:
N/A Yes No N/A X
Fund(s) or Account(s): Budget Amendment Needed:
N/A Yes No N/A X
Recommended Motion:
To approve the amendment to the PUD as presented.
Approvals: Guest(s) Invited / Presenting:
Immediate Division X
Head No
Information
Technology
Other Division Heads X
Communication
Page 73 of 156
Legal Review
Page 74 of 156
ZONING ORDINANCE EXCERPT
Staff Report
July 11, 2024
Hearing, Case 2024-13: Request to amend the planned unit development (PUD) at Harbor 31 to include
the addition of a fence at 140-146 Viridian Dr.
SUMMARY
1. The Lakefront Condo Association (LFCA) at 140-146 Viridian Drive has requested to amend the
Harbor 31 PUD to allow for a fence to be placed on their property. The request is for a four-foot,
black, aluminum fence (see details in attachment/memo from applicant). There would not be any
gates on the fence and it would be open near the driveway approach and along the boardwalk. The
applicant is requesting the fence to keep people from trespassing on the property to access the
boardwalk.
2. Please see the original PUD resolution for this development, located within the attachment/memo
from the applicant. The fifth condition listed on approval states “As much of the open space as
possible, especially near the marina and lakeshore pathway, should be either left natural, or planted
with native species in order to retain and enhance habitat.” The property has been landscaped near
the edge of the boardwalk.
3. The PUD requires that there will be two public access walkways to the boardwalk, which will soon
be installed. One will be located just to the east of Parmenter Law and one just west of the new
senior living facility.
4. Notice was sent to all properties within 300 feet of the subject property. At the time of this writing,
staff had received one written comment. Please see the enclosed comment from Bill Fohlbrook,
who is a resident of the development, and is opposed to the fence.
140-142 Viridian Dr from the boardwalk
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Zoning Map
Aerial Map
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Proposed location of fencing in yellow
Fencing Type
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CITY OF MUSKEGON
MUSKEGON COUNTY, MICHIGAN
ORDINANCE NO.________
An ordinance to amend the final planned unit development at 140-146 Viridian Dr.
THE CITY COMMISSION OF THE CITY OF MUSKEGON HEREBY ORDAINS:
The planned unit development is hereby amended to allow a fence to be placed on premises.
This ordinance adopted:
Ayes:
Nayes:
Adoption Date:
Effective Date:
First Reading:
Second Reading:
CITY OF MUSKEGON
By: __________________________
Ann Meisch, MMC
City Clerk
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CERTIFICATE
(Amendment to the Planned Unit Development at 140-146 Viridian Dr)
The undersigned, being the duly qualified clerk of the City of Muskegon, Muskegon County, Michigan, does
hereby certify that the foregoing is a true and complete copy of an ordinance adopted by the City Commission
of the City of Muskegon, at a regular meeting of the City Commission on the 23rd day of July, at which
meeting a quorum was present and remained throughout, and that the original of said ordinance is on file in the
records of the City of Muskegon. I further certify that the meeting was conducted and public notice was given
pursuant to and in full compliance with the Michigan Zoning Enabling Act, Public Acts of Michigan No. 33 of
2006, and that minutes were kept and will be or have been made available as required thereby.
DATED: ___________________, 2024 ________________________________
Ann Meisch, MMC
Clerk, City of Muskegon
Publish Notice of Adoption to be published once within ten (10) days of final adoption.
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CITY OF MUSKEGON
NOTICE OF ADOPTION
Please take notice that on July 23, 2024, the City Commission of the City of Muskegon adopted an ordinance
amending the planned unit development at 140-146 Viridian Dr.
Copies of the ordinance may be viewed and purchased at reasonable cost at the Office of the City Clerk in the
City Hall, 933 Terrace Street, Muskegon, Michigan, during regular business hours.
This ordinance amendment is effective ten days from the date of this publication.
Published ____________________, 2024
By ___________________________
Ann Meisch, MMC
City Clerk
---------------------------------------------------------------------------------------------------------------------
PUBLISH ONCE WITHIN TEN (10) DAYS OF FINAL PASSAGE.
Account No. 101-80400-5354
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From: Bill Fohlbrook
To: Mike Franzak; Planning
Cc: Mayor Ken Johnson; Jake Eckholm; thelenv@gmail.com
Subject: Case #2024-13 Ref. Letter dated June 26, 2024
Date: Wednesday, July 3, 2024 8:48:55 AM
Mr. Franzak / Muskegon City Planning - Board of Commissioners
Thank you for allowing Vicky and I another opportunity to input on the proposed
Harbor 31 PUD amendment allowing LFCA to install a 4-foot fence directly east of
our home at 140 Viridian Drive and what I understand are also plans connect to or go
around our garage. Unfortunately, due to business obligations (two hour zoom) I’m
unable to attend the planning commission meeting in person, possibly Vicky may, or
do you also Zoom? The planning commission is welcome to come by before or after
the meeting if they would like to view what is being proposed and it is OK to share this
email at the meeting.
As we have previously discussed / expressed on multiple occasions to Mayor Ken
Johnson, Mr. Eckholm, yourself and to LFCA members, we are strongly opposed to
a fence being installed directly next to our home at the east end of LFCA. As full-time
/ year-round residents for the past 13 years along with 25% ownership of LFCA, we
do not see the need for it, which described by LFCA HOA President (Fence & No
Trespassing signage) as a way to “Change the Behavior of Muskegon Residents”
and Enhance our Security. The LFCA President has in the last month installed
multiple No Trespassing signs around the entire property, some in 5-gallon pales and
painted same on the city boardwalk which we also opposed. I think these actions do
more to give Muskegon residents / visitors to the area the appearance of wealth and
arrogance, maybe cause more issues if they think something is being taken away, not
openness. I see LFCA emails documenting people (even nearby neighbors that I
recognize) walking into LFCA via the driveway, also lost folks in cars looking for the
VS driveway, pulling in daily and turning around, upsetting the HOA President & Wife,
next they will be proposing a gate across the driveway…
We do not feel our safety is at risk, or that a 4-foot fence would do more to make us
more secure, be an effective deterrent to stop someone as LFCA leadership refers to
as trespassers from coming onto the lawn if they really wanted to. They have open
access and convenient steps just a few feet away in Parmenter’s parking lot to
access LFCA via the board walk. Our position to LFCA Board, which we are
members, is if they want a fence on the west / south west end dividing LFCA and the
new VS development, we will not oppose. We personally do not believe installing
fences at Harbor 31 is what is needed. Suggest instead LFCA should use some HOA
funds and donate to Harbor 31 Board on top of our quarterly dues so they can mow
the weeds in the fields/sidewalks once in a while, certainly not a good look or
impression of prosperity for Muskegon.
I do 100% agree that Parmenter, if wanting to be a good/much better neighbor to
LFCA should manage their afterhours parking lot activities & guests, especially on the
weekends, holidays and enforce there posted “no afterhours parking - towaway
Page 82 of 156
signage” I have expressed my disappointment many times with Mr. Kelly. Maybe a
commitment from him would temper the desire for a fence. Agreed, there guests at
times do create daytime & after-hours noise, music, lots of loud, very foul language,
litter, dump diapers in our lawn, unattended minors are dropped off, use Parmenter’s
yard as a bathroom. It can and does make us feel uncomfortable at times, push us
back inside our home, off our decks, make it difficult to entertain guests not knowing
who might be camped out in front that night. A 4-foot fence will not stop that.
On a positive note, we have noticed the increased police presence down here this
summer but have yet to see anyone actually pull into the Parmenter lot, observe, get
out of the car, speak to any of the users.
In closing
LFCA HOA president has stated that the fence ($20,000 investment) will positively
impact our home values. In our opinion and considering that we will be the first in the
neighborhood with a "fence" it may actually detract from the aesthetic appeal of this
area, potentially lowering property values, adding to concern regarding crime and
impacting public services provided by the city, such as garbage, recycling collection,
emergency services, additionally USPS, Amazon, UPS, and other service deliveries.
Some drivers tend to walk in from Parmenter’s lot to deliver instead of driving around.
Alternative option to consider on the East side to PUD amendment - permit
request
A row of decorative 4-foot shrubs/evergreens along the east property line, up to the
trees would be more aesthetic, serve as a barrier, property line marker and be
GREEN.
Remove ugly No Trespassing signs and the painted on No Trespassing in BLACK at
west end of LFCA on the city boardwalk. Is that even allowable?
Thank You, feel free to call or stop by.
Enjoy the long Fourth of July Weekend!
View standing on Boardwalk – LFCA Property line is @ on the lower darker green mower
tire track where fence will go a 1/3 the way up if they follow property lines
Page 83 of 156
View from Parmenter Lower Lot – LFCA Property Line @lower darker green mower
tire track
Page 84 of 156
Bill Fohlbrook / Vicky Thelen
140 Viridian Drive, Muskegon
(231) 375 9041
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Page 85 of 156
From: FLORENCE HALEY
To: Planning; mike.franza@shorelinecity.com
Subject: Request for LFCA Fencing
Date: Wednesday, July 10, 2024 8:56:26 PM
This email is to request
fencing on the property of LFCA for Quality of Life and Safety of the Full Time Residents and Trespassers.
For the reasons discussed below, we are requesting to amend the PUD to allow for the fence.
We are bordered with a law firm property that has a substantial sized parking lot. This lot is being used during the
day, on weekends and after hours by trespassers and the new community owners. We feel this should be gated and
locked as the above makes it easy access for more trespassing. This also being the reason for our fencing request.
When entering or exiting our garages, between homes and garages is pavement. This is not a street. Even when
cautious, you are not expecting/anticipating bicycles, pedestrians or dogs to be passing through. This is private
property.
Trespassers are loitering, using the property as an outhouse and asking to use our bathrooms,
hosing, etc. They are using the boardwalk for partying all night until morning hours, with loud music. We do not
deem it appropriate to contact law enforcement each time we have an occurrence, as it is almost daily.
Children are unsupervised
fishing on the boardwalk. This is a LFCA liability.
We do not entirely understand why one of our HOA members is opposed to the fencing, as he had originally sent
numerous emails/letters to the Mayor complaining about trespassers and privacy. Personal issues with other owners
should not interfere with this proposal.
The sooner the fencing is approved, the safer it will be for all the above mentioned.
With appreciation for your time, regards,
Richard Haley
146 Viridian Dr.
Muskegon
Sent from my iPhone
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From: Russell Golemba
To: Mike Franzak
Cc: ken.johnson@shorecity.com; Johnathan.Seyferth@shorecity.com; Jake Eckholm; Planning
Subject: Case #2024-13 Ref Letter dated June 26,2024
Date: Wednesday, July 10, 2024 8:36:16 AM
Mr. Franzak / Board of Commissioners / Muskegon City Planning
I would like to thank you as a member of LFCA for considering our application for amendment of H31 PUD to
allow a 4’ perimeter fence around our property. It’s been very reassuring to see the city’s involvement through the
process. My name is Russell Golemba, I am a resident of LFCA. I have resided here for almost 3 years and am
considered a newcomer to the area.
I relocated my family here after starting a new business venture. Since then we have come to fall in love with all of
the great things the lakeshore has to offer, we are proud to call Muskegon home.
We moved in during the emergence of the new H31 development, before breaking ground the area surrounding our
home looked much different. There was only our small 4-unit association, the occasional fisherman west of the
boardwalk, and the beautiful sand cranes that nested south of the property. At that time there was a level of privacy
and security that was felt that unfortunately has begun to lift.
It’s been amazing to see the progress in the area, it has also come with a significant amount of change. That change
has created a lot of curiosity about the boardwalk, public access points, and what is private and public property.
LFCA spans a large footprint amongst the residential development of H31, with LFCA consisting of 1.3 acres and
only 4 units there is a lot of space that has been perceived by the public as "up for interpretation". With the adjacent
development (Viridian Shores) consisting of 3.3 acres and a proposed 30 units
(10 currently constructed and occupied) the structure density is 3x higher than LFCA.
With the H31 development, there has been a significant increase in foot traffic, fishing on the boardwalk (all hours
of the night and in the amounts to my highest count of 30 people at a time) following tons of disorderly conduct,
open containers, littering/trash being left behind. Though we are elated to see the growth of the area and the
community coming out to enjoy the same natural elements myself and family love so much, we have also asked
those individuals to clean up, be respectful to the surrounding area, and not trespass through or onto the LFCA
property.
With the lack of public access and delineated/designated public walkways, we have been very frequently told to F
off.
It has taken us from a feeling of safety and security to being uncomfortable in our own backyard. There have been
instances where my fiancé has been “catcalled” and followed down the driveway, to my vehicle being backed into
with the driver fleeing the scene. Luckily since, our neighbor has installed security cameras which have been
continuing to catch these events in real time.
As a resident of LFCA, it is not my intention to “Lock or Block” the public from the beautiful natural amenities
Muskegon has to offer, It’s to regain our feeling of safety and security.
We are asking for support from our city to help us in the process and allow us to feel safe at home again.
With best regards,
- Russell Golemba
--
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recipient(s) and may contain confidential and/or LEGALLY PRIVILEGED information. If you are not the
Page 94 of 156
intended recipient(s), you are hereby notified that any dissemination, unauthorized review, use, disclosure
or distribution of this email and any materials contained in any attachments is prohibited. If you receive
this message in error, or are not the intended.
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Page 95 of 156
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Kevin B. Even
Direct: 231-724-4336
keven@shrr.com
900 Third Street, Suite 204
Muskegon, MI 49440
Phone: 231-724-4320 Fax: 231-724-4330
June 10, 2024
Mr. Kevin Murphy VIA EMAIL: KGM128@GMAIL.COM
President
Lake Front Condo Association
142 Viridian Dr.
Muskegon, MI 49440
RE: Fences within the Lake Front Condo Association Property
Dear Mr. Murphy:
I am writing to you regarding your inquiry as to what type of fences may be erected within the
Vidanova @ Edison Landing Condominiums property. I have reviewed the Master Deed for the
Muskegon Lakeshore Smartzone, a Site Condominium which project is governed by the Harbor 31
Condominium Association, Inc. and the Master Deed for Vidanova @ Edison Landing
Condominiums which project is governed by the Lake Front Condominium Association to determine
whether there are any requirements and/or prohibitions regarding the erection of a fence.
Neither Master deed has any prohibition or rules governing the erection of a fence on the Lake Front
Condo Association Property. To the contrary there is language in each Master Deed that anticipates
the erection of a fence. Notwithstanding that fences can be erected on the Lake Front Condo
Association Property the Association is required to comply with the City of Muskegon Zoning
Ordinance regarding any fence that the Association might erect.
Sincerely,
Kevin B. Even
KBE:lmk
Ann Arbor Grand Rapids Holland Muskegon www.shrr.com
SHRR\6167323.v1
Page 98 of 156
Agenda Item Review Form
Muskegon City Commission
Commission Meeting Date: July 23, 2024 Title: Act 51 Certification Resolution for Olthoff
Drive
Submitted by: Dan VanderHeide, Public Works Department: Public Works
Director
Brief Summary:
Staff requests adoption of the included resolution adding the extension of Olthoff Drive in the
industrial park to the City's major street system.
Detailed Summary & Background:
The City has received several state grants associated with the removal and redevelopment of the
former prison site in the east portion of the City's industrial park. Over the past year the City has
extended Olthoff Drive, including extension of water, sewer and other utilities, to serve new industrial
sites and in preparation for more redevelopment of the former prison site. The extension of Olthoff
Drive was completed earlier this summer, and the next step is to adopt the included Certification
Resolution which will place the street formally in the City's major street system and ensure that we
begin to receive gas tax monies for the maintenance of the new street when MDOT next updates
their system(s).
Goal/Focus Area/Action Item Addressed:
Key Focus Areas:
Progress toward completion of ongoing economic development projects
Goal/Action Item:
2027 Goal 1: Destination Community & Quality of Life - Improved transportation connections
throughout the community
Amount Requested: Budgeted Item:
N/A Yes No N/A x
Fund(s) or Account(s): Budget Amendment Needed:
N/A Yes No N/A x
Recommended Motion:
Adopt the included certification resolution for the extension of Olthoff Drive adding the new portion
to the City's major street system.
Approvals: Guest(s) Invited / Presenting:
Immediate Division x
Head No
Page 99 of 156
Information
Technology
Other Division Heads
Communication
Legal Review
Page 100 of 156
CITY OF MUSKEGON
RESOLUTION NO. Click or tap here to enter text.
At a regular meeting of the City Commission of Muskegon, Michigan, held at the City
Commission Chambers on Click or tap to enter a date.
RECITALS
THE CITY COMMISSION OF THE CITY OF MUSKEGON HEREBY RESOLVES:
1. The City of Muskegon has completed necessary improvements and extended the existing public
street named Olthoff Drive in an effort to serve an extension to the City’s industrial park; and
2. It is necessary to furnish certain information to the State of Michigan to place this street within the
City’s Major Street System for the purpose of obtaining funds under Act51, P.a. 1951, as amended.
NOW, THEREFORE, BE IT RESOLVED:
1. That the legal descriptions of said street be described as:
A 66.00 FOOT WIDE ROAD RIGHT-OF-WAY BEING LOCATED IN PART OF THE
NORTHEAST 1/4 OF SECTION 2, T09N, R16W, MUSKEGON COUNTY, MICHIGAN
AND ALSO IN PART OF LOTS 68 AND 69 OF THE PLAT OF PORT CITY
INDUSTRIAL PARK NO. 6, AS RECORDED IN LIBER 22 OF PLATS PAGES 5-8
MUSKEGON COUNTY RECORDS AND ALSO IN PART OF THE ORIGINAL PLAT
OF OLTHOFF DRIVE AS SHOWN ON SAID PLAT, CITY OF MUSKEGON,
MUSKEGON COUNTY, MICHIGAN, BEING 33.00 FEET RIGHT ANO 33.00 FEET
LEFT, MEASURED AT RIGHT ANGLES TO THE FOLLOWING DESCRIBED
CENTERLINE:
COMMENCING AT THE SOUTH 1/4 CORNER OF SECTION 35, T10N, R16W,
MUSKEGON COUNTY, MICHIGAN, THENCE NORTH 01 DEGREE 27 MINUTES
45 SECONDS EAST, ALONG THE N-S 1/4 LINE OF SAID SECTION 35, A
DISTANCE OF 888.59 FEET TO THE NORTHWEST CORNER OF LOT 68 OF SAID
PLAT OF PORT CITY INDUSTRIAL PARK NO. 6, THENCE NORTH 89 DEGREES
07 MINUTES 07 SECONDS WEST, ALONG THE NORTH LINE OF LOT 69 OF SAID
PLAT OF PORT CITY INDUSTRIAL PARK NO. 6, A DISTANCE OF 633.31 FEET TO
THE NORTHWEST CORNER OF SAID LOT 69, THENCE NORTH 01 DEGREE 28
MINUTES 36 SECONDS EAST, A DISTANCE OF 33.00 FEET TO THE CENTER OF
OLTHOFF DRIVE AND THE POINT OF BEGINNING OF SAID CENTERLINE;
THENCE SOUTH 89 DEGREES 07 MINUTES 07 SECONDS EAST, ALONG SAID
ROAD CENTERLINE, A DISTANCE OF 10.81 FEET TO A CURVE TO THE RIGHT;
Page 101 of 156
THENCE EASTERLY, ALONG SAID ROAD CENTERLINE AND A CURVE TO THE
RIGHT (CURVE DATA BEING RADIUS=200.00 FEET, DELTA=18 DEGREES 15
MINUTES 04 SECONDS, LONG CHORD=63.44 FEET, LONG CHORD
BEARING=SOUTH 79 DEGREES 59 MINUTES 35 SECONDS EAST), A DISTANCE
OF 63.71 FEET; THENCE SOUTH 70 DEGREES 52 MINUTES 03 SECONDS EAST,
ALONG SAID ROAD CENTERLINE, A DISTANCE OF 563.57 FEET TO A CURVE
TO THE RIGHT; THENCE SOUTHEASTERLY, ALONG SAID ROAD CENTERLINE
AND A CURVE TO THE RIGHT (CURVE DATA BEING RADIUS=200.00 FEIT,
DELTA=72 DEGREES 20 MINUTES 38 SECONDS, LONG CHORD=236.08 FEET,
LONG CHORD BEARING=SOUTH 34 DEGREES 41 MINUTES 44 SECONDS EAST),
DISTANCE OF 252.53 FEET; THENCE SOUTH 01 DEGREE 28 MINUTES 35
SECONDS WEST, ALONG SAID ROAD CENTERLINE, A DISTANCE OF 706.85
FEET TO THE POINT OF ENDING.
2. That said street is located within the City’s right-of-way, and on City controlled Property, and under
the control of the City of Muskegon.
3. That the said street is a public street and for public street purposes.
4. That the said street is accepted into the City Major Street System and will be open to public traffic
on July 22, 2024.
Resolution duly adopted.
YEAS
NAYS
CITY OF MUSKEGON
By
Ann Meisch, MMC – City Clerk
STATE OF MICHIGAN
COUNTY OF MUSKEGON
I hereby certify that the foregoing is a true and complete copy of a resolution adopted at a meeting
of the Board of Commissioners of the City of Muskegon, Michigan, held on the Click or tap here to enter
text. Day of Click or tap here to enter text., 20Click or tap here to enter text., and that the minutes of the
meeting are on file in the office of the City Clerk and are available to the public. Public notice of the meeting
was given pursuant to and in compliance with Act 267, Public Acts of Michigan, 1976.
Ann Meisch, MMC – City Clerk
Page 102 of 156
WESTSHORE
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AS A PROFESSIONAL LANO SURVEYOR OF THE STATE OF MICHIGAN, I DO HEREBY CERTIFY THAT TO THE BEST
OF MY PROFESSIONAL KNOWLEDGE AND BEL/ff, I HAVE SURVEYED THE PROPERTY AS DESCRIBcD AND SHOWN
HEREIN AND THAT THERE EXISTS NO VISIBLE ENCROACHMENTS ON SAID PROPERTY UNLESS NOTED AND THAT
THIS SURVEY WAS PREPARED IN ACCORDANCE WITH A DESCRIPTION FURNISHED BY OTHERS AND SHOULD BE
COMPARED TO THE ABSTRACT OF TITLE OR TITLE POLICY FOR ACCURACY, EASEMENTS, OR EXCEPTIONS.
THIS SURVEY DOES NOT EXTEND TO ANY UNNAMED PERSON WITHOUT AN EXPRESSED RECERTIFICATION BY THE
SURVfYOR.
TIMOTHY W. D[MUMBRUM P.S. OAT£:
P.S. NO. 54454
2534 BLACK CREEK ROAD FILE NO: 0002J-0050F
MUSKEGON. Ml. 49444 SCALE: 1" = 200'
PHONE : (231 )777-3447 SURVEYED BY: MDM/GPB
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Page 103 of 156
WESTSHORE
ENGINEERING & SURVEYING
• ENVIRONMENTAL
CERTIFICATE OF SURVEY
FOR: C/1Y OF MUSKEGON
OLTHOFF DRIVE RIGHT-OF-WAY DESCRIPTION:
A 66.00 FOOT WIDE ROAD RIGHT-OF-WAY BEING LOCATED IN PART OF THE NORTHEAST 1/4 OF SECTION 2,
T09N, R16W, MUSKEGON COUNTY, MICHIGAN AND ALSO IN PART OF LOTS 68 AND 69 OF THE PLAT OF
PORT CITY INDUSTRIAL PARK NO. 6, AS RECORDED IN UBER 22 OF PLATS PAGES 5-8 MUSKEGON COUNTY
RECORDS AND ALSO IN PART OF THE ORIGINAL PLAT OF OLTHOFF DRIVE AS SHOWN ON SAID PLAT, CITY OF
MUSKEGON, MUSKEGON COUNTY, MICHIGAN, BEING 33.00 FEIT RIGHT ANO 33.00 FEET LEFT, MEASURED AT
RIGHT ANGLES TO THE FOLLOWING DESCRIBED CENTERLINE:
COMMENCING AT THE SOUTH 1/4 CORNER OF SECTION 35, T/ON, R16W, MUSKEGON COUNTY, MICHIGAN,
THENCE NORTH 01 DEGREE 27 MINUTES 45 SECONDS EAST, ALONG THE N-S 1/4 LINE OF SAID SECTION
35, A DISTANCE OF 888.59 FEET TO THE NORTHWEST CORNER OF LOT 68 OF SAID PLAT OF PORT CITY
INDUSTRIAL PARK NO. 6, THENCE NORTH 89 DEGREES 07 MINUTES 07 SECONDS WEST, ALONG THE NORTH
LINE OF LOT 69 OF SAID PLAT OF PORT CITY INDUSTRIAL PARK NO. 6, A DISTANCE OF 633.31 FffT TO
THE NORTHWEST CORNER OF SAID LOT 69, TH[NC£ NORTH 01 DEGREE 28 MINUTES 36 SECONDS EAST, A
DISTANCE OF 33.00 FEET TO THE CENTER OF OLTHOFF DRIVE AND THE POINT OF BEGINNING OF SAID
CENTERLINE;
THENCE SOUTH 89 DEGREES 07 MINUTES 07 SECONDS EAST, ALONG SAID ROAD CENTERLINE, A DISTANCE
OF 10. B 1 FEET TO A CURVE TO THE RIGHT;
THENCE EASTERLY, ALONG SAID ROAD CENTERLINE ANO A CURVE TO TH£ RIGHT (CURVE DATA BEING
RAOIUS=200.00 FEIT, DELTA=18 DEGREES 15 MINUTES 04 SECONDS, LONG CHORD=63.44 FffT, LONG
CHORD BEARING=SOUTH 79 DEGREES 59 MINUTES 35 SECONDS EAST), A DISTANCE OF 63.71 FEET;
THENCE SOUTH 70 DEGREES 52 MINUT[S 03 SECONDS EAST, ALONG SAID ROAD CENTERLINE, A DISTANCE
OF 563.57 FEET TO A CURVE TO THE RIGHT;
THENCE SOUTHEASTERLY, ALONG SAID ROAD CENTERLINE ANO A CURVE TO THE RIGHT (CURVE DATA BEING
RADIUS=200.00 FEIT, DELTA=72 DEGREES 20 MINUTES 38 SECONDS, LONG CHORD=236.08 FEET, LONG
CHORD BEARING=SOUTH 34 DEGREES 41 MINUTES 44 SECONDS EAST), DISTANCE OF 252.53 FEET;
THENCE SOUTH O1 DEGREE 28 MINUTES 35 SECONDS WEST, ALONG SAID ROAD CENTERLINE, A DISTANCE
OF 706.85 FEET TO THE POINT OF £.NDING.
DAT£: 7-15-24
@ COPYRIGHT 2024 SHEET 2 OF 2 FILE NO: 00023-0050F
Page 104 of 156
Agenda Item Review Form
Muskegon City Commission
Commission Meeting Date: July 23, 2024 Title: Request for a planned unit development
(PUD) at 920 Washington Avenue, 965 W.
Western Avenue, and 1330 Division Street
Submitted by: Mike Franzak, Planning Director Department: Planning
Brief Summary:
The redevelopment plans include 450 apartments, 70 condominiums, 37 townhouses and over 20,000
sf of commercial space.
Detailed Summary & Background:
The Planning Commission unanimously recommended approval of the request with the following
conditions:
1. The applicant receives a stormwater permit from the Engineering Department.
2. Bicycle racks are added.
3. Warning signage will be required for the two mid-block crossings on Division St.
4. All utility plans must be approved by the Engineering Department.
Goal/Focus Area/Action Item Addressed:
Key Focus Areas:
Goal/Action Item:
2027 Goal 2: Economic Development Housing and Business
Amount Requested: Budgeted Item:
N/A Yes No N/A X
Fund(s) or Account(s): Budget Amendment Needed:
N/A Yes No N/A X
Recommended Motion:
To approve the request for the PUD at 920 Washington, 965 W Western, and 1330 Division St with the
following conditions:
1. The applicant receives a stormwater permit from the Engineering Department.
2. Bicycle racks are added.
3. Warning signage will be required for the two mid-block crossings on Division St.
4. All utility plans must be approved by the Engineering Department.
Approvals: Guest(s) Invited / Presenting:
Page 105 of 156
Immediate Division X
Head Yes
Information
Technology
Other Division Heads X
Communication
Legal Review
Page 106 of 156
ZONING ORDINANCE EXCERPT
Staff Report
July 11, 2024
Hearing, Case 2024-14: Request for a planned unit development (PUD) at 920 Washington Avenue (the
Watermark), 965 W. Western Avenue (Shaw-Walker building), and 1330 Division Street (vacant lot) for
additional residential and commercial development.
SUMMARY
1. The Original PUD for the Watermark included five phases, spread over four addresses. However,
only the first two phases were completed. Phases 3-5 were not completed and have since expired
according to Section 2101 of the zoning ordinance (see zoning ordinance excerpt of following
page).
2. The new PUD is being proposed on 920 Washington Ave, 965 W Western Ave, and 1330 Division
St. It excludes 930 Washington Ave, which is the completed Phase I of the original PUD.
3. Please see the attached “Site Layout Map.” Phase I of this PUD will include 350 apartments, 9,917
sf of commercial (including a restaurant), and a parking lot at the corner of Western/Division. This
will all take place on the parcel known as 920 Washington Ave and will include buildings 3, 4, 5,
and 6. Commercial units will be located on the first floor of building 4. Building 2 (former
Watermark 920 event center) will now host up to 13,970 sf of commercial suites.
4. Phase II will include 100 apartments, 70 condominiums, and 37 townhouses (site plan incorrectly
notes 33 townhouses). The apartments and condominiums will be located on the 920 Washington
Ave parcel as well, south of Phase I. the townhomes will be located on 965 W Western Ave in the
current Knoll parking lot.
5. An enclosed dumpster is proposed just north of the pickleball courts. There is also an existing
dumpster enclose in front of building 2. There will also be dumpsters located inside building 7.
6. Please see the attached “Unit Matrix” for a description of unit sizes.
7. The one-story building that currently houses Knoll (building 7), an industrial business, will be used
for indoor parking, which will include 112 parking spaces.
8. The underlying zoning for this property is Form Based Code, Neighborhood Edge. There are no
parking minimums required in this zoning district, but rather parking maximums. The code allows
up to one parking space per dwelling unit and one parking space per 350 sf of floor area for
commercial uses. This would allow up to 625 parking spaces on site, not included covered parking.
There are 499 outdoor parking spaces proposed in this plan. Thirty-four of these spaces are existing
in front of building 2. There are no bicycle racks proposed on the plan.
9. Loading zones are proposed on both sides of Division St in front of building 3 and the pickleball
court/parking lot.
10. Notice was sent to all properties within 300 feet of the subject property. At the time of this writing,
staff had not received any comments from the public.
Page 107 of 156
Building Map
• Building 1 is the existing Watermark Condominium.
• Building 2 is the former Watermark 920 Event Center.
• Building 2, and building 4 on the first floor, will have new retail space.
• Building 3, 4 and 5 are planned to have 432 new apartments.
• Building 6 is planned to have 69 new condominiums.
• Proposing to build 37 new townhomes to shield Building 7. Refurbish the outside of Building 7
(former Knoll factory) and use the building as an indoor parking garage.
• Rooftop pool, hot tub, and two clubhouses on top of building 4, and part of building 3.
Page 108 of 156
Recent Zoning History of Property
- Planning Commission Case 2003-14: Rezone the property from I-2, General Industrial to I-1,
Light Industrial.
- Planning Commission Case 2003-15: Preliminary PUD approval of a mixed-use, commercial
and residential development.
- Planning Commission Case 2003-16: Final PUD approval for Phase I of a mixed-use,
commercial and residential development.
- Planning Commission Case 2004-16: Final PUD approval for Phase II containing 10840 square
feet of commercial space at Washington and Division.
- Zoning Board of Appeals Case 2005-19: Variance from Section 2334 of the Zoning Ordinance
to erect a 2250 square foot banner advertising Watermark Lofts.
- Planning Commission Case 2007-47: Amend the Final PUD for Phase II for additional parking
for an assembly/rental hall.
- Site Plan Review Case 2008-04: Minor Site Plan Review for a building footprint increase of
3130 square feet and development of a new parking lot.
- Site Plan Review Case 2010-35: Minor Site Plan Review to revise the scope of work for a
banquet facility and parking lot improvement project.
- Planning Commission Case 2020-20: Amend Section 2331 of the Zoning Ordinance to expand
the marihuana facilities overlay district to allow for MMFLA and MRMTA Growing,
Processing, and Provisioning/Retail license types at 965 W. Western Avenue, 920 Washington
Avenue, and 1330 Division Street.
Zoning Ordinance Excerpt:
Section 2101 #5
Page 109 of 156
Zoning Map
Aerial Map
Page 110 of 156
Original PUD (Case 2003-16). Phase 1 was completed. Phase 2 was amended (Case 2007-47) to
modify banquet center and eliminate additional building at corner of Washington/Division. Phases
3-5 never commenced.
STAFF RECOMMENDATION
Staff recommends approval of the PUD with the condition that the applicant receives a stormwater permit
from the Engineering Department and that a revised site plan showing an appropriate number (as required
by the code) bicycle racks. Staff may have more recommendations at the meeting.
DELIBERATION
The following proposed motion is offered for consideration:
I move that Phases 2-5 of the original Planned Unit Development at the Watermark (Case 2003-16) be
revoked and that the request for a planned unit development (PUD) at 920 Washington Avenue (the
Watermark), 965 W. Western Avenue (Shaw-Walker building), and 1330 Division Street (vacant lot) be
recommended to the City Commission for approval with the following condition.
1. The applicant receives a stormwater permit from the Engineering Department.
2. A revised site plan showing bicycle racks is approved by staff.
Page 111 of 156
CITY OF MUSKEGON
MUSKEGON COUNTY, MICHIGAN
ORDINANCE NO.________
An ordinance to adopt the final planned unit development at 920 Washington Avenue, 965 W. Western
Avenue, and 1330 Division Street
THE CITY COMMISSION OF THE CITY OF MUSKEGON HEREBY ORDAINS:
The planned unit development is hereby adopted.
This ordinance adopted:
Ayes:
Nayes:
Adoption Date:
Effective Date:
First Reading:
Second Reading:
CITY OF MUSKEGON
By: __________________________
Ann Meisch, MMC
City Clerk
Page 112 of 156
CERTIFICATE
(Planned Unit Development at 920 Washington Avenue, 965 W. Western Avenue, and 1330 Division Street)
The undersigned, being the duly qualified clerk of the City of Muskegon, Muskegon County, Michigan, does
hereby certify that the foregoing is a true and complete copy of an ordinance adopted by the City Commission
of the City of Muskegon, at a regular meeting of the City Commission on the 23rd day of July, at which
meeting a quorum was present and remained throughout, and that the original of said ordinance is on file in the
records of the City of Muskegon. I further certify that the meeting was conducted and public notice was given
pursuant to and in full compliance with the Michigan Zoning Enabling Act, Public Acts of Michigan No. 33 of
2006, and that minutes were kept and will be or have been made available as required thereby.
DATED: ___________________, 2024 ________________________________
Ann Meisch, MMC
Clerk, City of Muskegon
Publish Notice of Adoption to be published once within ten (10) days of final adoption.
Page 113 of 156
CITY OF MUSKEGON
NOTICE OF ADOPTION
Please take notice that on July 23, 2024, the City Commission of the City of Muskegon adopted an ordinance
adopting the planned unit development at 920 Washington Avenue, 965 W. Western Avenue, and 1330
Division Street.
Copies of the ordinance may be viewed and purchased at reasonable cost at the Office of the City Clerk in the
City Hall, 933 Terrace Street, Muskegon, Michigan, during regular business hours.
This ordinance amendment is effective ten days from the date of this publication.
Published ____________________, 2024
By ___________________________
Ann Meisch, MMC
City Clerk
---------------------------------------------------------------------------------------------------------------------
PUBLISH ONCE WITHIN TEN (10) DAYS OF FINAL PASSAGE.
Account No. 101-80400-5354
Page 114 of 156
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CHAMBERS JOHNSON TRUST
SS
USER's sole risk, and USER agrees to defend, indemnify, and hold BLOCK 475 61-24-205-476-0001-00
ST
W RIGHT-OF-WAY LINE, DIVISION STREET
824 WASHINGTON AVE
PENTECOST LEROY W
61-24-205-476-0001-01
BLOCK 475
CHAMBERS JOHNSON TRUST
L10 N88°25'41"W 8.43' S LINE, BLOCK 475
FOUND STEEL BAR harmless,UNDERGROUND
from all claims, injuries,SANITARY SEWER GROESBECK FAITH J/
848 WASHINGTON AVE
S00°00'25"W 182.21'
SS SS
61-24-205-476-0001-04
NEDERVELD damages,
80.0'
CHAMBERS JOHNSON TRUST
854 WASHINGTON AVE
61-24-205-476-0001-05
GROESBECK SANDRA
G
L11 S88°38'32"E 12.93'
840 WASHINGTON AVE
losses, expenses, and attorneys fees arising out of the unauthorized
PENTECOST LEROY W
61-24-205-476-0001-03
SS
832 WASHINGTON AVE
61-24-205-476-0001-06
FOUND IRON PIPE
PENTECOST LEROY W
UNDERGROUND STORM SEWER
61-24-205-476-0001-02
ST
ST ST
8" CONC RETAINING WALL 816 WASHINGTON AVE
1404 DIVISION ST
DUMPSTER
modification or use of these materials. L12 S02°11'01"W 21.28' AREA
OH
SET STEEL BAR CHAIN LINK FENCE
OH
SS
ST
L13 N87°48'59"W 28.01' FFE=609.68
G
199.1'
MANHOLE Drawings are Copyrighted.
MINOR CONTOUR +
9 SPACES
8 SPACES
21.8'
EX. 24" SAN.
CATCHBASIN
SS
INDEX CONTOUR
ST
7 SPACES
10" CONC RET WALL
HYDRANT
OH
ELECTRIC VEHICLE CHARGER
G
21 SPACES
SS
78.0'
ST
WATER VALVE SOUTH LIMITS OF TOPO
ASPHALT ST ST
UTILITY POLE OH
SS
ST
18 SPACES
G
LIGHT POLE CONCRETE 1.5' 63.6'
1.9'
221.00' STM MH #15003
CLEANOUT S89°34'02"W 476.58'
ST
SW CORNER, G G G G G G G G G G G G G G
OH
GRAVEL
OH
BLOCK 474 N RIGHT-OF-WAY LINE, WASHINGTON AVENUE
BUILDING 1.1' NORTH OF PROPERTY LINE
DECIDUOUS TREE WASHINGTON AVENUE
*LEGEND FOR ULTA SURVEY INFORMATION LOCATED ON SHEET AL.2 PROJECT NO. 22201625
SURVEYOR'S NOTES
BOUNDARY SURVEY AND IMPROVEMENTS SHOWN PER PROVIDED ALTA / NPS LAND TITLE SURVEY BY
NEDERVELD, INC. DATED JANUARY 4, 2023 WITH PROJECT NUMBER 22201625. STORM SEWER STRUCTURE LIST SANITARY SEWER STRUCTURE LIST
EX. STM MH #4336 EX. STM CB #8557 EX. STM MH #2424 EX. STM CB #1482 EX. SAN MH 5 EX. SAN MH #2648
ELEVATIONS ADDED TO PROVIDED SURVEY. RIM = 591.42 RIM = 592.76 RIM = 598.48 RIM = 588.98 RIM = ? RIM = 598.05
DATE OF FIELD SURVEY : DECEMBER 5, 2023 12" CONC S INV = 587.62 12" CONC S INV = 589.89 8" PVC W INV = 596.18 12" CONC E/NE INV = 585.53 (36" FORCE MAIN 24" VCP N INV = 592.22
12" CONC N INV = 587.52 6" PVC NE INV = N/A 8" PVC W/NW INV = 585.68 ENCLOSED PIPE 24" VCP S INV = 592.22
SOURCE BENCHMARK - NORTH AMERICAN GEODETIC SURVEY (NGS) 12" CONC NW INV = 587.67 NO INVERTS) 4" VCP E INV = 593.80
EX. STM MH #8481
DESIGNATION: X316 12" CONC NE INV = 587.67 EX. STM MH #2782 EX. STM CB X
RIM = 593.22
PID: OL0358 RIM = 598.31 RIM = 593.46 EX. SAN MH #4169
10" CONC NW INV = 587.62 EX. SAN MH #2367
ELEVATION = 587.89 (NAVD 88) 6" PVC SW INV = 595.67 8" VCP SW INV = 591.96 RIM = 592.20
EX. STM CB #3774 30" CONC E INV = 586.77 RIM = 594.92
12" CONC N/NE INV = 594.96 12" PVC NE INV = 585.35
RIM = 591.10 30" CONC W INV = 586.77 8" PVC SE INV = 590.92
ELEVATIONS HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD '88). 12" PVC S INV = 585.35
12" CONC SW INV = 587.45 12" CONC SW INV = 588.84 8" PVC W INV = 591.00
EX. STM CB #3752
12" CONC S/SW INV = 587.82 EX. STM MH #2842 RIM = 591.93
E UTILITIES SHOWN HEREON ARE BASED UPON A COMBINATION OF ABOVE GROUND OBSERVATIONS AND EX. SAN MH #4282 EX. SAN MH #2141
AV EX. STM CB #4362 RIM = 597.72 12" CONC W INV = 588.58
RN
THE RESULT OF A "MISS DIG" REQUEST THEY SHOULD NOT BE INTERPRETED TO BE EXACT LOCATIONS RIM = 592.47 RIM = 595.70
TE
RIM = 591.67 EX. STM MH #4617 12" CONC N INV = 591.12
ES
NOR SHOULD IT BE ASSUMED THAT THEY ARE THE ONLY UTILITIES IN THIS AREA. THIS SURVEY SHOULD 15" PVC N INV = 585.54 24" VCP N INV = 589.61
8" PVC SW INV = 588.92 RIM = 595.73 12" CONC S INV = 592.56
.W NOT BE RELIED UPON TO DEPICT THE LOCATIONS OF ALL UNDERGROUND UTILITIES. 15" PVC S INV = 587.57 24" VCP S INV = 589.61
W 12" CONC NE INV = 592.72 EX. STM MH #3846
12" CONC E INV = 592.43
12" CONC SW INV = 592.42 RIM = 592.10 6" PVC E INV = 587.44 8" PVC NW INV = 590.95
CONNECTIVITY AS SHOWN HEREON IS BASED UPON BEST AVAILABLE INFORMATION. HOWEVER, LACKING EX. STM MH #3879 12" CONC S/SW INV = 592.58
RIM = 591.91 12" CONC N/NE INV = 591.93 12" CONC E INV = 588.15
EXCAVATION, THE EXACT LOCATION OF ALL UNDERGROUND FEATURES CANNOT BE ACCURATELY, EX. SAN MH #1536
E 12" CONC S INV = 587.06 18" CONC E/NE INV = 588.11 EX. STM CB #2837 12" IRON NW INV = 588.15 EX. SAN MH #4615
AV COMPLETELY AND RELIABLY DEPICTED. RIM = 589.24
AY 12" CONC N INV = 587.19 24" CONC N INV = 586.93 RIM = 597.23 12" CONC S INV = 587.20 RIM = 595.24
. CL 12" CONC SW INV = 595.03 12" IRON W INV = 587.65 6" PVC N INV = 589.70 12" VCP SE INV = 584.62
W FOUNDATIONS BELOW GROUND SURFACE AND ANY OTHER BELOW GROUND IMPROVEMENTS, IF ANY, 24" CONC S INV = 587.18
E. EX. STM MH #4356 6" PVC S INV = 589.70 24" VCP N INV = 583.24
AV WERE NOT LOCATED UNDER THE SCOPE OF THIS SURVEY.
9T
8T
ER RIM = 592.12 EX. STM MH #4616 24" VCP S INV = 583.27
H
EX. STM MH #4157
SH
H
ST
EX. STM MH #2026
ST
ST
OR
EB 8" PVC NE INV = 587.62 RIM = 594.46 RIM = 591.55
.
RIM = 595.66
.
EX. SAN MH #2694
11
EL
W. WESTERN AVE W R. 12" CONC N INV = 587.22 30" CONC N INV = 586.76 EX. SAN MH #12507
TH
D 12" CONC N INV = 589.81 " CONC E INV = 585.05
IN
AY RIM = 598.73
E
RIM = 593.55
ST
W 10" CONC NW INV = 588.12 30" CONC W INV = 586.76 12" CONC S INV = 590.21 12" CONC W INV = 585.05
DR
.
EA 24" VCP N INV = 593.78
SHO
12" CONC S INV = 587.12 24" VCP N INV = 583.20
.
S 12" CONC SE INV = 585.05
12" CONC NE INV = 590.46 24" VCP S INV = 593.78 24" VCP S INV = 583.20
REL
PROJECT AREA EX. STM LB #2445 12" CONC W/NW INV = 590.21 " CONC S INV = 585.05 24" VCP W INV = 593.83
MICHIGAN AVE E 8" VCP E/W INV = 588.63
RIM = 600.38
INE
AV EX. STM MH #4309
FRANKLIN ST.
N (E/W PIPE ENCLOSED)
SO 10" PVC W/SW INV = 598.18 EX. STM MH #15005
DR.
D RIM = 592.73
HU 6" PVC E INV = UNK EX. STM CB #2136 RIM = 594.27 EX. SAN MH #2659
12" CONC N INV = 586.94
(OVERFLOW STRUCTURE) RIM = 595.28 36" CONC NW INV = 581.87 RIM = 598.30 EX. STM MH #2035
12" CONC S/SE INV = 588.73
12" CONC E/SE INV = 591.98 24" VCP N INV = 592.75 RIM = 594.90
.
WASHINGTON AVE 36" CONC S INV = 581.87
DR
12" CONC SE INV = 588.08
8" PVC W/NW INV = 590.78 24" VCP S INV = 592.75 12" VCP N INV = 587.13
E
BARCLAY ST.
HUDSON ST.
4" STEEL NE INV = 590.59
OR
30" CONC E INV = 586.83 EX. STM CB #2710
HENRY ST.
12" VCP W INV = 587.05
GLADE ST.
10" VCP W INV = 592.85
SH
24" CONC W INV = 586.76 RIM = 599.18
KE
CONC SW INV = 587.03 6" PVC W INV = 597.31 EX. STM CB #1962 EX. STM MH #12512
LA
EX. STM MH #1537
R
8" VCP E INV = 596.43 RIM = 595.36 RIM = 593.60
W. GRAND AVE W. GRAND AVE RIM = 589.39
12" CONC SW INV = 590.54 24" VCP N INV = 584.90
DIVISION ST.
BEIDLER ST.
EX. STM CB #8505 12" VCP S INV = 585.19
EX. STM MH #2761 8" VCP W/SW INV = 591.96 24" VCP S INV = 584.90
RIM = 592.01 12" VCP NW INV = 585.14 A 06/24/24 DOC REL 09 - ADDENDUM A
12" CONC S INV = 589.81 RIM = 599.47 EX. STM MH #1526 8" VCP E INV = 588.10
8" VCP NW INV = 588.85 06/03/24 DOC REL 07 - IFB
W. SOUTHERN AVE W. SOUTHERN AVE
12" CONC N INV = 593.82 RIM = 588.79
Know what's below. EX. STM MH #8482 8" VCP E INV = 596.17 15" CONC S INV = 585.69 04/22/24 DOC REL 05 - 85% CD
8" VCP W INV = 595.92 12" CONC W/SW INV = 585.49 EX. STM CB #12652
RIM = 592.66 03/11/24 DOC REL 04 - 50% CD
Callbefore you dig. 30" CONC E INV = 587.53
30" CONC W INV = 587.46 EX. STM CB #2886 EX. STM MH #15003
RIM = 593.46
8" VCP SW INV = 591.96 02/09/24 DOC REL 03 - PRICING
LOCATION MAP NOT TO SCALE EX. STM MH #15736
RIM = 597.20
RIM = 598.98
8" VCP W INV = 596.48
RIM = 603.52
36" CONC N INV = 591.55
36" CONC S INV = 591.57
REV
01/22/24
DATE
DOC REL 02 - DD
DOC REL ## - DESCRIPTION
EX. STM MH #15737
30" CONC SSW INV = 587.61 EX. STM MH #15004
RIM = 595.77
36" CONC NNW INV = 582.34 RIM = 594.42
30" CONC SSW INV = 588.72
36" CONC SE INV = 582.34 30" CONC W INV = 588.24
30" CONC ESE INV = 588.72 PROJECT # 2300029
PROJECT MANAGER M. VANWIENEN
DESIGNED BY Designer
DRAWN BY Author
QUALCHECK Checker
SHEET TITLE
EXISTING
CONDITIONS
GHAFARI ASSOCIATES © 2023
Project Manager
RYAN T. YSSELDYKE, P.E. SHAW WALKER The Surveyor's /
Engineer's liability for any
and all claims, including
but not limited to those
arising out of the
Drawn by Surveyor's / Engineer's
STEVEN A. MORRIS 902 WASHINGTON AVE professional services,
negligence, gross
MUSKEGON, MICHIGAN 220 Hoover Boulevard
HEI Project Number misconduct, warranties or
misrepresentations shall Holland, Michigan 49423-3766
www.hollandengineering.com
V-101
23-11-013 PT. OF THE NE 1/4 , SECT 25, T10N, R17W
CITY OF MUSKEGON, MUSKEGON CO., MI.
be deemed limited to an
amount no greater than
the service fee.
T 616-392-5938 F 616-392-2116
SHEET NUMBER
0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000'
1"=10'-0" 1"=20'-0" 1"=30'-0" 1"=40'-0" 1"=50'-0" 1"=60'-0" 1"=80'-0" 1"=100'-0" 1"=200'-0" 1"=400'-0" 1"=500'-0" 1"=1000'-0"
Page 115 of 156
0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 0 32' 64'
112"=1'-0" 1"=1'-0" 3
4"=1'-0"
1
2"=1'-0"
3
8"=1'-0"
1
4"=1'-0"
3
16"=1'-0"
1
8"=1'-0"
3
32"=1'-0"
1
16"=1'-0"
1
32"=1'-0"
OH OH
OH OH
594 OH
OH
OH
OH
OH
OH
OH SS SS SS SS SS
G
STM MH #12512
OH
SAN MH #1537
SS
Parkland Properties
G
OH
SS
OH
SS
75 W Walton Ave., Suite A,
OH OH OH OH
Muskegon, MI 49440
OH
OH
OH
OH
G G 588
G G
G G OH
OH
OH
SS
OH
OH
OH SS
231-722-7001
OH
OH
588
OH
OH
SS
OH
OH
https://parklandmi.com/
OH
STM CB #1482
G
OH
OH
0' 20' 40' 80'
SS
OH ST
SS
OH
OH ST
ST
OH
5
ST
SS
90
W. W
OH
OH
EST SCALE 1" =40'
OH
ST ST
SS
ERN AVE
OH
+ OH
SS
OH
589
NUE
OH
G
OH
FFE=595.33
SS
ST
OH
ST
+ OH ST
594
OH
G
SS
FFE=593.64 OH
SS
OH
OH ST
OH ST
XXXXXX OH
SS
ST
XX
XXXXXX OH
OH
+ XXXXXX
SS
FFE=595.08 OH ST
STM CB #1482 OH
XXXXXX
SS
OH
ST
ST
OH
EX. FDC XXXXXX OH OH
XXXXXX OH
SS
ST
ST
OH
LOCATION FFE=595.11 + XXXXXX OH OH
OH
XXXXXX OH OH OH STM MH #1526
SS
XXXXXX OH OH
ST
XXXXXX
SS
SS
ST
XXXXX
59
X
0
591
SS
SS
OH
X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
ST
SS
REMOVE EX. FENCE SANMH #1537
SS
ST
59 37 OTTAWA NW
SS
SAN MH #1536 0
SS
SUITE 700
OH
ST
SS
SS
ST
592
STM MH #15005
GRAND RAPIDS, MI 49503-2900 USA
SS
TEL +1.616.771.0909
SS
OH
ST
SS
www.ghafari.com
SS
ST
591
SS
SS
OH
ST
ST
SS
SS
ST
SS
SS
OH
ST
ST
SS
FFE=595.35 +
SS
ST
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
SAWCUT & REMOVE 2
59
OH
593
ST
SS SS SS SS SS SS SS SS SS SS SS
ST
SS SS SS SS SS SS SS SS SS SS SS
SS
EX. CONCRETE CURB (TYP.)
SS
ST
SS
OH
ST
ST
ST
ST
594
SS
SS
ST
SS
OH
ST
ST
ST
59
SAWCUT & REMOVE
SS
3
SS
ST
EX. CONCRETE CURB (TYP.)
SS
OH
ST
ST
ST
CONSULTANT INFORMATION
SS
G
SS
ST
SAWCUT & REMOVE
SS
+ EX. CONCRETE (TYP.)
ST
+ SAN MH #2035
ST
ST
SS
FFE=595.36
593
SS
ST
FFE=595.43
OH
SS
G
ST
ST
ST
SS
SS
ST
REMOVE
OH
5
SAN MH95#2367
ST
ST
ST
SS
5
59
SS
ST
594
OH
G
591
1
592
590
0
593
592
593
59 59
SS
ST
ST
ST
SS
SS
ST
ST
OH
STM CB #2136 STM CB #1962
594
+ REMOVE 596
ST
ST
FFE=595.43
STM MH #2026
SS
EXISTING
ST
ST
SAN MH #2141
G
596 REMOVE EXISTING
ST
SS
OH
595
GRAVEL BITUMINOUS
ST
ST
SAWCUT & REMOVE
SS
ST
SAWCUT & REMOVE
ST
SS
OH
EX. CONCRETE (TYP.) FFE=596.15 +
EX. FDC EX. CONCRETE CURB (TYP.)
ST
EX. FDC
ST
LOCATION
G
597
SS
ST
596
SAN MH #4615 LOCATION
ST
SS
OH
12
STM CB #8557 SAWCUT & REMOVE
ST
XX X X X X X X X
ST
EX. CONCRETE (TYP.)
X X X XX
SS
ST
STM MH #8481
ST
SS
OH
G G G G G G G G G G G G G G G G
ST
G
STST
597
593 XXXXXXXXXXXXXXXXXXXXX
ST
ST
XXXXXXXXXXX
SS
X X X XX X X
597
ST
XXXXX
SS
G
ST
OH
592
OH
ST ST ST ST ST ST STM MH #2837 XXXXX
ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST
G
X X XX X
ST
SAN MH #2648
G
XXXX
598 STREET
ST
ST
XXXX
G
STM MH #4616 STM MH #2842
ST
SS
XXX
ST
OH
SS
ST
ST
ST FFE=597.70 + XXX 593
XXX
G
XXX
G G SAN MH #2659 XXX 594
ST
XXX STM MH #15737
ST
595
OH
ST
594 OH OH OH OH OH OH OH OH OH XXX
SS
XXX
G
+ STM MH #2782 XXX
G
ST
XXX
ST
OH
STM MH #4617 598 XX
ST
FFE=598.08
SS
DIVISION
STM MH #2424 XX
OH
XX
XX
ST
STM MH #15736 ST
ST
OH
XX ST
REGISTRATION SEAL
G
XX
SS
G
XXXXXXXXX 596 REMOVE EX. CONCRETE
XXXXXXXX
ST
XXXXXXXXX RETAINING WALLS (TYP.)
OH
XXXXXXXXX
ST
XXXXXXXXX
SS
SAWCUT & REMOVE XXXXXXXX
OH
G
A XXXXXXXX
X X X X X X59X7X
ST
EX. CONCRETE CURB (TYP.)
OH
XXXXXXXX
ST
G
LINE TABLE XXXXXXX
SS
XXXXX
XXXXX
ST
XXXXX
OH
598
ST
G
SS
LINE BEARING LENGTH
ST
SAN MH #2694 599
OH
G
ST
L1 S09°23'07"W 9.68' SAWCUT & REMOVE
G
OH
599
SS
EX. CONCRETE SIDEWALK 599
ST
OH
ST
C
L2 S83°24'04"E 13.72' ST
XXXXXXXXXXXXXXXX
SS
600
G
XXXXXXXXXXXX
XXXXXXXXXXXXXXXX
OH
G
ST
STM LB #2445 0 XXXXXXXXXXXXXXXX
L3 N00°30'20"E 9.53' 60 X X X X X X X X X X X X X 600
XXXXXXXXXXXXXXXX
OH
STM CB #2710 601 XX XXXXXXXXXXXXXXX
SS
XXXXXXXX
OH
ST
C
L4 S82°30'04"E 8.71' STM MH #2761 601
602
G
G
REMOVE EX. CONCRETE
SS
SAWCUT & REMOVE 602
OH
SAWCUT & REMOVE STM CB #2886
ST
L5 S00°30'20"W 24.63'
OH
RETAINING WALLS (TYP.)
EX. CONCRETE (TYP.)
OH
EX. CONCRETE RAMPS
OH
SS
OH
603
C
G
OH
ST
L6 S88°25'41"E 8.72' OH
603
OH
G
XXX XXXX
XXXXXX
SS
ST
X XXXXXX
OH
L7 S01°34'19"W 0.30'
G
OH
OH
OH
STM MH #6131
SS
OH
604
4
60
L8 S88°25'41"E 0.40' XX XX XX X OH
605
G
+ + SAN MH #15002
ST
OH
OH
OH
FFE=597.73 FFE=597.71
SS
OH OH OH
G
OH OH OH OH OH OH OH OH OH OH OH OH
L9 S00°42'58"W 29.45' 606
OH
ST
OH
OH
SS
L10 N88°25'41"W 8.43'
G
ST
SS
L11 S88°38'32"E 12.93'
OH
ST
G
OH SS
L12 S02°11'01"W 21.28' SAWCUT & REMOVE
ST
EX. CONCRETE (TYP.)
SS
L13 N87°48'59"W 28.01' FFE=609.68
G
+
OH
ST
OH SS
ST
G
SS
ST
OH SS
G
ST
ST ST ST
OH
SS
G
ST
SS
OH
G
CIVIL DEMOLITION NOTES: STM MH #15003
ST
OH
1. THE BOUNDARY AND TOPOGRAPHIC SURVEY WAS COMPLETED BY ANOTHER FIRM AND PROVIDED
TO HEI BY THE CLIENT. HEI IS NOT RESPONSIBLE FOR THE ACCURACY OF THE SURVEY G G G G G G G G G G G G G G G G G G G
G G
INFORMATION OR ANY DESIGN DISCREPANCIES RESULTING FROM THE PROVIDED SURVEY
INFORMATION.
OH
2. SEE BOUNDARY AND TOPOGRAPHIC SURVEY SHEET FOR PROPERTY, EASEMENT, BENCHMARK, ETC.
INFORMATION.
OH
3. LOCATION OF UNDERGROUND UTILITIES HAVE BEEN SHOWN BASED ON SURFACE EVIDENCE AND
RECORD INFORMATION AVAILABLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY UTILITY
LOCATIONS PRIOR TO CONSTRUCTION.
4. DURING CONSTRUCTION, CONTRACTOR SHALL PROTECT ALL EXISTING AND NEW CONSTRUCTION
FROM DAMAGE, SHOULD ANY DAMAGE OCCUR, CONTRACTOR SHALL MAKE ALL NECESSARY
REPAIRS AT NO COST TO THE OWNER. THE PAVED ROADWAY SHALL BE SWEPT CLEAN AS NEEDED,
BUT AT LEAST ONCE A WEEK. A 06/24/24 DOC REL 09 - ADDENDUM A
5. CONTRACTOR SHALL PROVIDE BARRIERS, AS NECESSARY, TO PREVENT PEDESTRIAN AND 06/03/24 DOC REL 07 - IFB
VEHICULAR TRAFFIC FROM ENTERING THE CONSTRUCTION SITE. 04/22/24 DOC REL 05 - 85% CD
6. CALL MISS DIG AT LEAST THREE (3) WORKING DAYS PRIOR TO STARTING ANY EXCAVATION. 03/11/24 DOC REL 04 - 50% CD
7. REMOVAL ITEMS ARE SHOWN BASED ON BEST AVAILABLE INFORMATION AND ARE SHOWN 02/09/24 DOC REL 03 - PRICING
SCHEMATICALLY. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO VERIFY THE EXTENT OF WORK 01/22/24 DOC REL 02 - DD
REQUIRED.
REV DATE DOC REL ## - DESCRIPTION
8. REMOVE ALL STRUCTURES, CONCRETE CURB, CONCRETE PAVING, ASPHALT PAVING, TREES,
STUMPS, UTILITIES, AND OTHER EXISTING SITE FEATURES WITHIN THE LIMITS OF DEMOLITION. ALL
DEMOLITION MATERIALS SHALL BE REMOVED FROM THE SITE UNLESS OTHERWISE NOTED AND
DISPOSED OF IN A MANNER ACCEPTABLE TO THE LOCAL AUTHORITY HAVING JURISDICTION.
PROJECT # 2300029
9. ALL UTILITY LINES SHOWN “X” OUT SHALL BE PHYSICALLY REMOVED ALONG WITH STRUCTURES AND
APPURTENANCES. CONTRACTOR SHALL CONFIRM UTILITY LINES REMOVED WILL NOT IMPACT PROJECT MANAGER M. VANWIENEN
UTILITIES TO REMAIN.
DESIGNED BY Designer
10. ALL REMOVALS OF PAVEMENT, CONCRETE, CURB AND GUTTER, ETC. SHALL BE PERFORMED TO
THE NEXT JOINT BEYOND THE LIMITS OF REMOVAL. ALL REMOVALS SHALL BE PERFORMED BY DRAWN BY Author
SAWCUTTING.
11. PROTECT ALL TREES AND SHRUBS NOT SCHEDULED FOR REMOVAL. DO NOT OPERATE QUALCHECK Checker
EQUIPMENT, STORE, STOCKPILE, OR PARK WITHIN DRIP LINE. HOLD NECESSARY DISTURBANCE TO SHEET TITLE
A MINIMUM.
12. ALL TREE STUMPS SHALL BE REMOVED TO BELOW GRADE BY EITHER GRINDING OR COMPLETE
REMOVAL IN ALL CASES NO WOODCHIPS AND/OR STUMPS SHALL BE LEFT IN PLACE. SITE CIVIL
13. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL UTILITIES REMOVALS WITH
DEMOLITION
GHAFARI ASSOCIATES © 2023
PROPERTY OWNER AND UTILITY PROVIDER. Project Manager
14. ALL WORK IN ROAD RIGHTS OF WAY SHALL BE COMPLETED IN ACCORDANCE WITH MDOT, RYAN T. YSSELDYKE, P.E. SHAW WALKER The Surveyor's /
Engineer's liability for any
MUSKEGON COUNTY ROAD COMMISSION, AND CITY OF MUSKEGON. and all claims, including PLAN
15. SEE OTHER SHEETS IN PLAN SET FOR MORE INFORMATION. but not limited to those
arising out of the
Drawn by Surveyor's / Engineer's
STEVEN A. MORRIS 902 WASHINGTON AVE professional services,
negligence, gross
MUSKEGON, MICHIGAN 220 Hoover Boulevard
HEI Project Number misconduct, warranties or
misrepresentations shall Holland, Michigan 49423-3766
www.hollandengineering.com
CD-101
23-11-013 PT. OF THE NE 1/4 , SECT 25, T10N, R17W
CITY OF MUSKEGON, MUSKEGON CO., MI.
be deemed limited to an
amount no greater than
the service fee.
T 616-392-5938 F 616-392-2116
SHEET NUMBER
0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000'
1"=10'-0" 1"=20'-0" 1"=30'-0" 1"=40'-0" 1"=50'-0" 1"=60'-0" 1"=80'-0" 1"=100'-0" 1"=200'-0" 1"=400'-0" 1"=500'-0" 1"=1000'-0"
Page 116 of 156
0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 0 32' 64'
112"=1'-0" 1"=1'-0" 3
4"=1'-0"
1
2"=1'-0"
3
8"=1'-0"
1
4"=1'-0"
3
16"=1'-0"
1
8"=1'-0"
3
32"=1'-0"
1
16"=1'-0"
1
32"=1'-0"
PHASE 1 - 350 APARTMENTS & 1 RETAIL & 1 RESTAURANT
350 APARTMENTS @ 1 SPACE PER APT. = 350 SPACES REQ.
* PLUS 10% EXTRA FOR GUESTS = 35 SPACES REQ.
4,253 SQFT RETAIL @ 3 SPACES PER 1,000 SQFT = 13 SPACES REQ.
124 PERSON REST. @ 1 SPACE PER 2 PERSONS = 62 SPACES REQ. Parkland Properties
PHASE 1 = 470 SPACES REQUIRED 75 W Walton Ave., Suite A,
Muskegon, MI 49440
457 SPACES SHOWN W/ 11 BARRIER FREE SPACES 231-722-7001
PLUS 50 ON-STREET PARKING SPACES ADJACENT TO STREETS https://parklandmi.com/
PHASE 2 - 100 APARTMENTS & 70 CONDOS & 33 TOWNHOUSE UNITS
100 APARTMENTS @ 1 SPACE PER APT. = 100 SPACES REQ.
70 CONDOS @ 2 SPACES PER CONDO = 140 SPACES REQ.
* PLUS 10% EXTRA FOR GUESTS = 24 SPACES REQ.
PHASE 2 = 264 SPACES REQUIRED 0' 30' 60' 120'
133 SPACES SHOWN W/ 7 BARRIER FREE SPACES (OPEN AIR) SCALE 1" =60'
112 SPACES SHOWN (COVERED)
PLUS: 246 TOTAL SPACES SHOWN 37 OTTAWA NW
SUITE 700
33 TOWNHOUSE UNITS TOTAL GRAND RAPIDS, MI 49503-2900 USA
2 SPACES PER GARAGE ( 2 x 33 = 66 SPACES) TEL +1.616.771.0909
www.ghafari.com
2 SPACES PER DRIVEWAY AREA ( 2 x 33 = 66 SPACES)
FUTURE 132 SPACES TOTAL
W. WESTERN AVENUE
ROAD DIET
PHASE
II
OH OH OH PHASE
OH
I
EX. 10" C.I. WM
OH OH
SS SS SS SS
EX. 36" FORCE
SS
MAINSS SS SS
OH
EX. 6" C.I. WM OSS
H SS SS SS
OH
ST
EX
OH
M
OH
OH
ST
.1 OH
0"
W. WESTERN AVENUE
.1 T
0"
OH
G
EX S
ST
M
OH
FUTURE
SS
ST
OH
OH EX. 12" C.I. WM SS
W. WESTERN AVENUE
OH
OH
OH
OH
TM
EX. 10" S OH
ST
OH
OH
OH OH OH OH OH OH OH
SS ROAD DIET
OH OH OH OH OH OH
CONSULTANT INFORMATION
EX. ST
OH OH
SS
OH G G G OH
G G
G
G G
G G G G G
G OH
OH
OH
12" S
OH
OH SS
OH
T
OH
OH
BUILDING 7.2' SOUTH
M
12" SS
W. WEST
OH
12"
SS
OH
OF PROPERTY LINE TM
ERN AVE
OH
" ST
SS
PROPOSED OH
. 12
MAIN
OH S
EX
GOH
NUE
OH
G
TOWNHOUSE
SS
PROPOSED
OH
EX
ST
ST
ST
OH
SS
ST
EX. 24" SAN.
36" FORCE
.1
OH
M
OH
2"
(12 UNITS)
SS
TOWNHOUSE PROPOSED .I. W
OH
SS
ST
OH
+ "C TM
. 12
M
ST
OH
EX "S
EX. 12" C.I. WM
(8 UNITS) TOWNHOUSE
OH
OH ST
12
SS
A 204.3' OH .
ST
EX. 12" C.I. EX
SS
ST
EX.
OH
OH WM
(2 UNITS)
SS
OH
SS
G
20'
ST
OH
21.5' OH STM
FENCE 0.6' SOUTH OH . 12"
OH
EX
ST
ST
21.5' OH
SS
OF PROPERTY LINE OH
ST
+ OH
SS
ST
OH
12
OH
EX. 12" STM
OH
"
OH
SS
EX. 36" STM
CB X
24'
20'
BUILDING 8.0' SOUTH OF PROPERTY LINE
SS
9.5'
OH
ST
SS
ST
SS
ST
OH
20'
A
SS
FENCE 1.6' SOUTH OF PROPERTY
15 LINE
G
12
SS
"S
STTM 28 28
TM
15
14 9' 10 20'
SS
20'
OH
FENCE 0.3' WEST OF PROPERTY LINE
"S
ST
SS
'
FRANKLIN STREET 12
ST
SS
OH
PROPOSED
SS
EX. 24" SAN.
SS
TOWNHOUSE 18' 20'
ST
EX. 12" SAN.
SS
OH
EX.ST6" C.I. WM ST
10'
SS
166.7'
(2 UNITS)
SS ST
SS
G
OH
114.4'
SS
9.5'
6
ST
ST
12' DIAMETER SMOKE STACK
9'
SS
SS
3 + 5
OH
EX. 30" SAN.
18'
SS ST
SS
SS SS SS SS SS SS SS SS
OH
SS SS SS SS SS SS SS SS SS
EX. 15" SAN.
SS
59.8'
SS
20' 6
ST
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
EX. 30" SAN. EX. 30" SAN. EX. 15" SAN.
FUTURE
SS SS
ST
. SS 4
AN
SS
OH
ST
"S
G
EX. 12" C.I. WM
5 ST
COURTYARD
SS
SS ST
.1
OH
GRAVEL
SS
ST
EX PROPOSED
ST
ST
SS
ST
TOWNHOUSE
EX. 12" STM
ST
SS
OH
40.9'
ST
STSMT EXISTING
9'
21.5'
ST
"
9.5'
8
SS
OH
EX. (2 UNITS)
SS
ST
SS
9'
ST
BUILDING
SS
ST
9.5'
ST
G
G
SS
OH
ST
EX. 15" SAN.
ST + +
ST
SS
SS
20'
ST
SS
ST
EX. 30" STM
SS
16
ROOF OVER
EX. 12" STM
OH
100.7'
FENCE 0.9' NORTH OF PROPERTY LINE
SS
OH
ST
FENCE 1.0' NORTH OF PROPERTY LINE
ST
EX. 30" STM
SS
ST
ST
SS
ST
G
SS
G OH
20'
OH
EX. 12" STM
SS
ST
21.5'
ST
18'
SS
9'
ST SS
ST 7 12 14
ST
SS
ST
+ 9.5'
OH
OH
20'
EX. 12" C.I. WM
ST
PROPOSED 41.0'
79.7'
ST
SS
20'
ST SS
REGISTRATION SEAL
G
ST
ST
16
SS
SS
ST
G
TOWNHOUSE
OH
+
OH
(11 UNITS)
39.8'
ST
BUILDING 1.3' NORTH OF PROPERTY LINE
SS
ST SS
0.2'
ST
ST
14
SS
SS
ST
1.1'
EX. 12" STM
185.2' 15 PROPOSED
6.5'
OH
250.2' 95.5'
OH
FENCED DOG
9'
18'
G
ST
SS
20'
G G G G G G G G G G G
ST
G G G
G
SS G
9.5'
ST
16
ST
SS
.
ST
AN
EX. 6" SSS
SS
PARK AREA
ST
EX. 10" SAN. BUILDING ABOVE
STREET
SS
SS
18'
OH
EX. 24" STM EX. 30" STM EX. 30"STSTM STSTM
EX. 30" (30'x80')
EX. 12" STM
FENCE 0.1' EAST OF PROPERTY LINE
ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
G
ST ST ST ST ST
ST
100.7'
STM
EX
MICHIGAN AVENUE
SS
OH
ST
EX. 36" FORCE MAIN .1
ST
G
SS SS
ST
2"
G
ESTX. 12"
ST ST TM
EX. 12"
ST
ST
EX. 8" C.I. WM
SS
EX. 12" C.I. WM M S 10 SPACES 3.7'
ST
40.2'
2"
OH
G
+
.1
G
18'
ST
G EX 6.7'
STMST
OH
ST
BUILDING ABOVE
18.7'
9'
SS
OH OH OH OH OH OH
7 SPACES
ST
SS
OH
182.9' +
G
EX. 12" STM ST
OH
ST
78.8'
G
24 24 24 24 24 12
EX. 24" SAN.
OH
11 ST
ST
SS
ST
DIVISION
OH
SS
OH
G
OH
7 SPACES 2 SPACES
ST
SS
ST
0.2'
FOR VENDOR USE:
9'
0.7'
LINE TABLE
OH
2 SPACES
HENRY STREET
G
7 SPACES 0.7' 18'
OUTDOOR
ST
SS
G
227.1'
25.6'
ST
DISCLAIMER FOR USE OF CAD FILES: LINE BEARING LENGTH
COURTYARD
OH
Although every effort has been made to draw the information contained in 0.7' 18'
L1 S09°23'07"W 9.68' 36.2'
0.7'
ST
our CAD generated files as accurate as possible, NEDERVELD
ST
OH
0.2'
SS
G
G
L2 S83°24'04"E 13.72'
OH
does not guarantee absolute accuracy. At times information is
HUDSON STREET
7 SPACES 2 SPACES
18'
C
9'
EXISTING
EX. 12" C.I. WM
drawn schematically to best show the desired information. It is L3 N00°30'20"E 9.53'
ST
9'
9'
also possible that through the use of translators that some BUILDING
SS
2 SPACES
78.9'
7 SPACES
OH
9'
11
EX. 8" C.I. WM
L4 S82°30'04"E 8.71'
information could be lost or missing. Therefore use of these files
G
24 24 24 24 24
ST
G
OH
for generating fabrication drawings or for any other purpose is up L5 S00°30'20"W 24.63'
SS
OH
OH
C
to the user to determine the accuracy and strictly at the USER's
OH
L6 S88°25'41"E 8.72' OH
ST
15
RISK. All digital information shall be verified against dimensions
G
SS
shown, field conditions, BULLETINS, ADDENDUMS or notes to verify L7 S01°34'19"W 0.30' OH FENCE CORNER 4.1' NORTH OF PROPERTY LINE 9'
OH
18'
OH
12 FENCE 2.8' NORTH OF PROPERTY LINE 13 10
G
accuracy of the information contained in the CAD files is current. 22.1' OH
L8 S88°25'41"E 0.40' +
SS
159.9'+ OH
ST
G
OH OH OH OH OH
OH
OH OH OH OH OH
Any unauthorized modification or reuse of the materials shall be at L9 S00°42'58"W 29.45'
OH
OH
SS
USER's sole risk, and USER agrees to defend, indemnify, and hold
ST
L10 N88°25'41"W 8.43'
NEDERVELD harmless, from all claims, injuries, damages,
80.0'
G
losses, expenses, and attorneys fees arising out of the unauthorized L11 S88°38'32"E 12.93'
SS
ST
modification or use of these materials. L12 S02°11'01"W 21.28'
OH
OH
SS
ST
L13 N87°48'59"W 28.01'
G
199.1'
Drawings are Copyrighted. +
9 SPACES
8 SPACES
21.8'
EX. 24" SAN.
SS
ST
7 SPACES
OH
G
21 SPACES
SS
78.0'
ST
ST ST
OH
SS
ST
18 SPACES
G
1.5' 63.6'
1.9'
ST
G G G G G G G G G G G G G
G
OH
OH
BUILDING 1.1' NORTH OF PROPERTY LINE
WASHINGTON AVENUE
A 06/24/24 DOC REL 09 - ADDENDUM A
06/03/24 DOC REL 07 - IFB
04/22/24 DOC REL 05 - 85% CD
03/11/24 DOC REL 04 - 50% CD
02/09/24 DOC REL 03 - PRICING
01/22/24 DOC REL 02 - DD
REV DATE DOC REL ## - DESCRIPTION
PROJECT # 2300029
PROJECT MANAGER M. VANWIENEN
DESIGNED BY Designer
DRAWN BY Author
QUALCHECK Checker
SHEET TITLE
OVERALL
SITE LAYOUT
GHAFARI ASSOCIATES © 2023
Project Manager
RYAN T. YSSELDYKE, P.E. SHAW WALKER The Surveyor's /
Engineer's liability for any
and all claims, including PLAN
but not limited to those
arising out of the
Drawn by Surveyor's / Engineer's
STEVEN A. MORRIS 902 WASHINGTON AVE professional services,
negligence, gross
MUSKEGON, MICHIGAN 220 Hoover Boulevard
HEI Project Number misconduct, warranties or
misrepresentations shall Holland, Michigan 49423-3766
www.hollandengineering.com
C-100
23-11-013 PT. OF THE NE 1/4 , SECT 25, T10N, R17W
CITY OF MUSKEGON, MUSKEGON CO., MI.
be deemed limited to an
amount no greater than
the service fee.
T 616-392-5938 F 616-392-2116
SHEET NUMBER
0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000'
1"=10'-0" 1"=20'-0" 1"=30'-0" 1"=40'-0" 1"=50'-0" 1"=60'-0" 1"=80'-0" 1"=100'-0" 1"=200'-0" 1"=400'-0" 1"=500'-0" 1"=1000'-0"
Page 117 of 156
0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 0 32' 64'
112"=1'-0" 1"=1'-0" 3
4"=1'-0"
1
2"=1'-0"
3
8"=1'-0"
1
4"=1'-0"
3
16"=1'-0"
1
8"=1'-0"
3
32"=1'-0"
1
16"=1'-0"
1
32"=1'-0"
OH
STM MH #12512 PROPOSED DECORATIVE FENCE
SEE DET A2 SHT C-501
OH
SAN MH #1537
SS PROPOSED 8' WIDE
CONCRETE PATIO A
OH
SS
SEE DET B4 SHT C-501
SS
PROP. 4" CONC. INTEGRAL Parkland Properties
OH
SS
CURB & SIDEWALK 75 W Walton Ave., Suite A,
SS
SEE DET B5 SHT C-501 Muskegon, MI 49440
OH
OH
SS
OH
OH
OH
STM CB #1482
G
OH
OH
231-722-7001
SS
OH ST
SS
OH
OH ST
OH
ST
0' 20' 40' 80' https://parklandmi.com/
ST
SS
W. WEST
OH
OH
30' OH
ST ST
SS
ERN AVE
OH
OH
SS
OH
NUE
OH
SCALE 1" =40'
G
8'
OH
ST
SS
OH
PROPOSED OH
ST
ST
OH
G
SS
OH
TOWNHOUSE
SS
OH
OH ST
OH ST
(2 UNITS) A OH
SS
ST
8'
OH
OH
SS
OH ST
OH
SS
OH
ST
PROPOSED
ST
OH
OH OH
EX. FDC OH
SS
ST
ST
OH
FFE=595.00 LOCATION OH OH
OH
8' OH OH OH STM MH #1526
SS
OH OH
PROP. ADA RAMP
ST
10'
SS
SS
ST
20'
SEE DET C2 SHT C-501
9.5'
SS
PROPOSED DECORATIVE SECURITY GATE
SS
OH
PROPOSED CONCRETE
ST
SS
SANMH #1537
20'
WITH CARD ACCESS
SS
ST
SEE DET B4 SHT C-501 15
20'
SS
SAN MH #1536
SS
OH
24'
ST
SS
10
SS
ST
24'
'
STM MH #15005
37 OTTAWA NW
54'
SS
5'
SUITE 700
SS
OH
5'
ST
14'
SS
PROPOSED 20' GRAND RAPIDS, MI 49503-2900 USA
SS
ST
24'
FFE=595.00 TEL +1.616.771.0909
SS
SS
10'
31'
OH
ST
ST
SS
www.ghafari.com
SS
ST
9.5'
6
10'
SS
SS
OH
PROP. 6" THICK CONC.
ST
ST
PROPOSED GREASE TRAP
SS
5
SS
ST
'
24
SEE PLUMBING PLANS DRIVEWAY APRON
SS
SS
6 SEE DET B3 SHT C-501
OH
ST
ST
SS SS SS SS SS SS
SS
SS
ST
FUTURE PROPOSED 4
24'
5'
SS
COURTYARD FFE=595.80
OH
73' PROPOSED ASPHALT PARKING LOT
ST
ST
ST
ST
SS
SS
ST
SEE DET B1 SHT C-501
30'
37'
SS
OH
ST
ST
ST
PATIO PROP. 24" CONC. CURB & GUTTER (TYP.)
SS
SS
ST
SEE DET C1 SHT C-501 PROPOSED 6" CONCRETE
9.5'
SS
OH
ST
ST
SEE DET B3 SHT C-501
ST
SS
G
SS
ST
PROP. 4" CONC. INTEGRAL 9.5' PROPOSED DUMPSTER PROP. 2 FT HIGH
SS
CURB & SIDEWALK ENCLOSURE AREA
7'
ST
SAN MH #2035
ST
405 LF RETAINING WALL
ST
CONSULTANT INFORMATION
SS
SEE DET B5 SHT C-501
SS
ST
(4 DUMPSTER'S) SEE DET D4 SHT C-501
20'
OH
16 10'
SS
SEE DET A1 SHT C-501
G
ST
ST
ST
PROP. ADA RAMP
SS
SS
ST
SEE DET C2 SHT C-501
OH
24'
ST
24'
ST
ST
SS
SS
ST
OH
G
5'
ST
ST
ST
PROP. BARRIER FREE PARKING SIGN (TYP.)
SS
18'
9'
SS
ST
ST 7 12 14
PROPOSED SEE DET C3 SHT C-501 48'
OH
9.5' STM CB #2136 STM CB #1962
FFE=595.80
ST
ST
STM MH #2026
SS
20'
ST
ST
SAN MH #2141 PROPOSED ASPHALT PARKING LOT
G
ST
24'
SS
24'
OH
24'
PROPOSED
20'
20'
PROPOSD DUBBED SEE DET B1 SHT C-501
ST
16
ST
RELOCATE CURB OF FFE=595.80
SS
ST
DOWN CONCRETE FOR
ST
FOR OVERHEAD DOOR
SS
OH
EX. FDC DUMPSTER REMOVAL PROP. DUB DOWN
ST
EX. FDC
ST
LOCATION PROPOSED FOR SIDEWALK CROSSING
G
24'
SS
ST
SAN MH #4615 LOCATION FFE=597.71
ST
14
SS
DETECTABLE WARNING STRIP
OH
12
15
SEE DET D5 SHT C-501
ST
ST
PROPOSED
SS
ST
ST
9'
18'
SS
OH
G FENCED DOG
20'
G G G G G
9.5' 16
ST
G
PROP. 24" CONC. CURB & GUTTER (TYP.)
STST
PROPOSED PARK AREA 24'
ST
ST
(30'x80') SEE DET C1 SHT C-501
SS
FFE=597.71
5'
18'
ST
SS
G
ST
OH
OH
ST ST ST ST
STM MH #2837 PROP. BARRIER FREE PARKING SIGN (TYP.)
ST
SAN MH #2648
SEE DET C3 SHT C-501
DIVISION STREET
PROP. 4" CONC. INTEGRAL
ST
G
STM MH #2842
10'
STM MH #4616
ST
SS
ST
OH
SS
ST
CURB & SIDEWALK
G
SEE DET B5 SHT C-501 PROPOSED 6" CONCRETE 18'
SAN MH #2659
ST
SEE DET B3 SHT C-501 STM MH #15737
ST
OH
ST
PROPOSED 10' WIDE
9'
OH OH OH OH OH
SS
CONCRETE PATIO
G
STM MH #2782
24' 24'
G
PROPOSED
ST
SEE DET B4 SHT C-501
ST
OH
STM MH #4617 ST
FFE=597.71
SS
STM MH #2424
OH
PROPOSED DECORATIVE FENCE 13'
ST
24 24 24 24 24 12 STM MH #15736 ST
ST
OH
11 ST
SEE DET A2 SHT C-501
G
SS
ST
G
ST
PROP. 24" CONCRETE GUTTER
ST
OH
SEE DET B6 SHT C-501 PROPOSED LOADING REGISTRATION SEAL
ST
PROPOSED 3' GATE
SS
ZONE AREA
OH
24' 24'
G
1-EACH PER PATIO STM MH #15004
ST
OH
124'
ST
10'
9'
G
SS
PROPOSED (2) CONCRETE
18'
ST
OH
PICKLE BALL COURTS
ST
G
OUTDOOR
SS
SEE DET B3 SHT C-501
COURTYARD PROP. 24" CONC. CURB & GUTTER (TYP.)
ST
SAN MH #2694
OH
18'
G
SEE DET C1 SHT C-501
ST
PROP. 24" CONC. CURB & GUTTER
G
OH
SS
ST
OH
SEE DET C1 SHT C-501
ST
C
ST 24'
PROPOSED 8' TALL FENCE 18'
SS
9'
G
OH
SEE DET A2 SHT C-501
G
ST
STM LB #2445
PROPOSED
9'
9'
OH
FFE=597.71 STM CB #2710
SS
OH
9'
30' 11
ST
C
PROPOSED STM MH #2761
G
24 24 24 24 24
G
10' WIDE x 3.5' HIGH
SS
OH
STM CB #2886
ST
WINDOW WELL OH
OH
20'
SEE DET D4 SHT C-501
OH
SS
OH
PROPOSED ASPHALT PARKING LOT
C
G
OH
ST
24'
OH SEE DET B1 SHT C-501 15
OH
G
SS
10'
ST
OH
9'
G
OH
OH
OH
18'
12 13 10 STM MH #6131
SS
OH
OH
G
SAN MH #15002
ST
OH
OH
OH
SS
OH OH OH
G
OH OH OH OH OH OH OH OH OH OH OH OH
OH
ST
OH
OH
PROPOSED
SS ELECTRIC VEHICLE PROPOSED
LIGHT POLE (TYP)
G
PROPOSED CHARGING STATION (TYP)
ST
SS
FFE=597.71
PROP. 6" THICK CONC.
OH
ST
DRIVEWAY APRON
G
SS
PROP. DUB DOWN
OH
SEE DET B3 SHT C-501 LAYOUT & UTILITY NOTES:
FOR SIDEWALK CROSSING
ST
1. THE BOUNDARY AND TOPOGRAPHIC SURVEY WAS COMPLETED BY ANOTHER FIRM AND PROVIDED
DETECTABLE WARNING STRIP (TYP.)
SS
TO HEI BY THE CLIENT. HEI IS NOT RESPONSIBLE FOR THE ACCURACY OF THE SURVEY
SEE DET D5 SHT C-501
G
INFORMATION OR ANY DESIGN DISCREPANCIES RESULTING FROM THE PROVIDED SURVEY
OH
ST
INFORMATION.
OH SS
2. SITE DESIGN WAS DEVELOPED IN ACCORDANCE WITH THE INFORMATION CONTAINED IN THE
ST
GEOTECHNICAL REPORT AND SOIL BORINGS COMPLETED FOR THE PROJECT. CONTRACTOR SHALL
G
SS
ACQUIRE A COPY OF THE GEOTECHNICAL REPORT AND SOIL BORING INFORMATION. SOIL
CONDITIONS MAY VARY FROM THE GEOTECHNICAL INFORMATION, WHICH MAY AFFECT THE SITE
ST
DESIGN, EARTHWORK QUANTITIES, USABLE SOILS, AND SOIL EROSION AND SEDIMENTATION
OH SS
CONTROL PRACTICES. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER AND GEOTECHNICAL
G
ENGINEER IF SITE CONDITIONS VARY FROM SOILS INFORMATION CONTAINED IN THE GEOTECHNICAL
INFORMATION.
3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT ALL NECESSARY PERMITS AND
APPROVALS HAVE BEEN ACQUIRED PRIOR TO CONSTRUCTION.
4. CALL MISS DIG AT LEAST THREE (3) WORKING DAYS PRIOR TO STARTING ANY EXCAVATION.
5. CONTRACTOR SHALL CONTACT ENGINEER IF ANY DISCREPANCIES ARE DETERMINED BETWEEN SITE
LAYOUT DIMENSIONS AND ACTUAL SITE CONDITIONS.
6. COORDINATE ALL UTILITY CONSTRUCTION WITH UTILITY PROVIDER, AS REQUIRED.
7. CONTRACTOR SHALL VERIFY THAT THERE ARE NO UTILITY CONFLICTS PRIOR TO CONSTRUCTION.
8. ALL SANITARY SEWER WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT
EDITION OF THE CITY OF MUSKEGON STANDARDS & SPECIFICATIONS.
9. ALL WATERMAIN, WATER SERVICES, AND FIRE PROTECTION LINES SHALL BE INSTALLED IN
ACCORDANCE WITH THE CURRENT EDITION OF THE CITY OF MUSKEGON STANDARDS &
SPECIFICATIONS.
10. ALL WORK WITHIN THE PUBLIC ROAD RIGHT-OF-WAY WILL REQUIRE A PERMIT AND OR APPROVAL
FROM THE CITY OF MUSKEGON AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT
EDITION OF THEIR STANDARDS & SPECIFICATIONS.
11. COORDINATE ALL SIGNAGE REMOVAL AND RELOCATION WITHIN THE RIGHT-OF-WAY WITH CITY OF
MUSKEGON.
12. SITE CONTRACTOR RESPONSIBLE TO CONNECT EXISTING AND PROPOSED BUILDING TO WATER
SERVICE AND SANITARY SEWER LATERAL, REFER TO PLUMBING PLANS FOR CONNECTION LOCATION A 06/24/24 DOC REL 09 - ADDENDUM A
AND DETAILS. 06/03/24 DOC REL 07 - IFB
13. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS. BUILDING SHALL BE STAKED 04/22/24 DOC REL 05 - 85% CD
BASED ON FOUNDATION PLAN. CONTRACTOR SHALL NOTIFY ENGINEER IF THERE ARE
DISCREPANCIES BETWEEN THE BUILDING AND SITE DRAWINGS.
03/11/24 DOC REL 04 - 50% CD
02/09/24 DOC REL 03 - PRICING
14. ONSITE LIGHTING SHALL DIRECTED DOWNWARD AND AWAY FROM ADJACENT PROPERTIES AS
REQUIRED PER THE CITY OF MUSKEGON ZONING ORDINANCE. 01/22/24 DOC REL 02 - DD
15. SITE SIGNAGE SHALL MEET THE STANDARDS AND REQUIREMENTS OF THE CITY OF MUSKEGON REV DATE DOC REL ## - DESCRIPTION
ZONING ORDINANCE. A SIGN PERMIT SHALL BE ACQUIRED PRIOR TO CONSTRUCTION.
16. CONTRACTOR SHALL BE RESPONSIBLE TO MEETING THE STANDARDS AND REQUIREMENTS OF
THE LOCAL NOISE ORDINANCE FOR ALL CONSTRUCTION PRACTICES.
PROJECT # 2300029
17. SEE OTHER SHEETS IN PLAN SET FOR MORE INFORMATION.
PROJECT MANAGER M. VANWIENEN
DESIGNED BY Designer
DRAWN BY Author
QUALCHECK Checker
SHEET TITLE
PHASE 1
SITE LAYOUT
GHAFARI ASSOCIATES © 2023
Project Manager
RYAN T. YSSELDYKE, P.E. SHAW WALKER The Surveyor's /
Engineer's liability for any
and all claims, including PLAN
but not limited to those
arising out of the
Drawn by Surveyor's / Engineer's
STEVEN A. MORRIS 902 WASHINGTON AVE professional services,
negligence, gross
MUSKEGON, MICHIGAN 220 Hoover Boulevard
HEI Project Number misconduct, warranties or
misrepresentations shall Holland, Michigan 49423-3766
www.hollandengineering.com
C-101
23-11-013 PT. OF THE NE 1/4 , SECT 25, T10N, R17W
CITY OF MUSKEGON, MUSKEGON CO., MI.
be deemed limited to an
amount no greater than
the service fee.
T 616-392-5938 F 616-392-2116
SHEET NUMBER
0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000'
1"=10'-0" 1"=20'-0" 1"=30'-0" 1"=40'-0" 1"=50'-0" 1"=60'-0" 1"=80'-0" 1"=100'-0" 1"=200'-0" 1"=400'-0" 1"=500'-0" 1"=1000'-0"
Page 118 of 156
0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 0 32' 64'
112"=1'-0" 1"=1'-0" 3
4"=1'-0"
1
2"=1'-0"
3
8"=1'-0"
1
4"=1'-0"
3
16"=1'-0"
1
8"=1'-0"
3
32"=1'-0"
1
16"=1'-0"
1
32"=1'-0"
Parkland Properties
75 W Walton Ave., Suite A,
Muskegon, MI 49440
231-722-7001
https://parklandmi.com/
LY
OH OH
OH OH
OH
OH
OH OH
OH
OH
SS SS SS SS SS SS SS SS SS SS SS SS SS SS
OH
SS SS SS SS 0' 20' 40' 80'
OH
OH
ST
OH
G
OH
STM MH #12512
ST
OH
SS
OH
OH
OH
SAN MH #1537
ST
OH
OH
SCALE 1" =40'
OH
OH
OH
ST
OH SS
37 OTTAWA NW
SS
OH
ST
G
OH
OH
ST OH
OH
SS SUITE 700
OH
OH
ST OH
OH
OH
SS
GRAND RAPIDS, MI 49503-2900 USA
SS
OH OH OH OH OH OH OH OH OH OH OH OH OH
OH OH OH OH OH OH OH OH OH OH OH
TEL +1.616.771.0909
ST
OH
G OH
OH
G G G G
G G G G G G G G G G G
G G G G
G G OH SS
ON
OH
OH
OH www.ghafari.com
8'
OH
SS
OH
OH SS
STM CB #3752
ST
OH
OH
OH
OH
SS
OH
OH
ST
ST OH
OH
8'
SS
OH
G
OH
OH
ST
SS
OH
STM MH #3846 PROPOSED OH
OH
OH
ST
SS
OH
SS
TOWNHOUSE 30'
PROPOSED
(12 UNITS)
ST
SS
8' TOWNHOUSE
OH
ST
SS
PROPOSED
G
SS
+
(8 UNITS) FFE=593.64
TOWNHOUSE
SS
ST
(2 UNITS)
OH
SS
ST
SS
STM CB #1482
20'
21.5'
SS
ST
PROPOSED
G
OH
SS
ST
SS
21.5' FFE=595.00
N
8'
SS
ST
CONSULTANT INFORMATION
OH
24'
24'
SS
ST
SS
20'
STM CB #3774
SS
ST
G
OH
SS
ST
SS
8'
8'
P - Passenger Car
SS
28 28
ST
15
ST
ST
24'
14
IO
9'
OH
20'
SS
ST
SS
24'
5'
G
SS
5'
5'
PROPOSED
OH
18'
SS
ST
SS
ST
TOWNHOUSE
STM MH #4336
24'
SS
5'
(2 UNITS) 24'
OH
SS
ST
SS
ST
G
SS
STM MH #4157 STM MH #3869
9'
3
OH
SS
ST
ST
SS
AT
18' 5'
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS
SS SS SS SS SS SS SS SS
20' SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
24'
SS
SS
OH
SS
ST
SS SS SS
ST
SS
SS SS
G
STM MH #3879
SS
P - Passenger Car
ST COURTYARD
ST
ST
OH
SS
ST
SS
ST
SS
PROPOSEDST STM CB #4362
ST
ST
TOWNHOUSE
OH
G
SAN MH #4169
SS
ST
ST
9'
21.5'
SS
ST (2 UNITS)
SS
ST
ST
9'
OH
ST
24'
SS
ST
SS
SS
ST
RM
ST
ST
G
ST
OH
SS
ST
8'
SS
SS
ST
OH
ST
SS
ST
STM MH #4356
SS
SS
G
ST
OH
ST
SS
21.5'
ST
20'
SS
SS
7'
ST
OH
ST
SS
ST
PROPOSED
SS
G
SS
FFE=595.80 REGISTRATION SEAL
ST
OH
ST
SS
ST
ST
SS
PROPOSED
SS
FO
P - Passenger Car
ST
TOWNHOUSE
OH
ST
SS
ST
G
(11 UNITS)
SS
SS
EX. FDC
STM MH #4309 EX. FDC
ST
LOCATION
OH
ST
SS
ST
SAN MH #4615
3'
LOCATION
SS
12
SS
STM MH #8482 STM CB #8557
STM CB #3505
11'
SAN MH #4282
ST
24'
OH
24'
ST
24'
SS
G
ST
STM MH #8481
SS
G G SS G SS G G G G G G G G G G G G G G G G G G G G G
STST
SS
SS
SS
OH
ST
ST
SS SS SS
ST
SS
G
SS
OH
ST
ST ST ST ST ST ST
ST
ST ST
SS
ST
GOH
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
G
ST
IN
ST
G
ST
ST
SS SS SS
ST
ST
STM MH #4616
SS
ST
ST
ST
ST
OH
ST
G
ST
SS
G G
G
PROPOSED FENCE OH OH OH OH OH OH
OH
OH OH OH
ST
SS
G
ST
STM MH #4617
ST
OH
OH
OH
SS
G
R
OH
LAYOUT & UTILITY NOTES:
SS
OH
1. THE BOUNDARY AND TOPOGRAPHIC SURVEY WAS COMPLETED BY ANOTHER FIRM AND PROVIDED
OH
G
TO HEI BY THE CLIENT. HEI IS NOT RESPONSIBLE FOR THE ACCURACY OF THE SURVEY
INFORMATION OR ANY DESIGN DISCREPANCIES RESULTING FROM THE PROVIDED SURVEY
LINE TABLE INFORMATION.
FO
2. SITE DESIGN WAS DEVELOPED IN ACCORDANCE WITH THE INFORMATION CONTAINED IN THE
G
LINE BEARING LENGTH GEOTECHNICAL REPORT AND SOIL BORINGS COMPLETED FOR THE PROJECT. CONTRACTOR SHALL
ACQUIRE A COPY OF THE GEOTECHNICAL REPORT AND SOIL BORING INFORMATION. SOIL
CONDITIONS MAY VARY FROM THE GEOTECHNICAL INFORMATION, WHICH MAY AFFECT THE SITE
L1 S09°23'07"W 9.68' DESIGN, EARTHWORK QUANTITIES, USABLE SOILS, AND SOIL EROSION AND SEDIMENTATION
G
OH
CONTROL PRACTICES. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER AND GEOTECHNICAL
ENGINEER IF SITE CONDITIONS VARY FROM SOILS INFORMATION CONTAINED IN THE GEOTECHNICAL
C
L2 S83°24'04"E 13.72' INFORMATION.
G
3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT ALL NECESSARY PERMITS AND
L3 N00°30'20"E 9.53' APPROVALS HAVE BEEN ACQUIRED PRIOR TO CONSTRUCTION.
OH
4. CALL MISS DIG AT LEAST THREE (3) WORKING DAYS PRIOR TO STARTING ANY EXCAVATION.
C
L4 S82°30'04"E 8.71' 5. CONTRACTOR SHALL CONTACT ENGINEER IF ANY DISCREPANCIES ARE DETERMINED BETWEEN SITE
G
LAYOUT DIMENSIONS AND ACTUAL SITE CONDITIONS.
L5 S00°30'20"W 24.63' 6. COORDINATE ALL UTILITY CONSTRUCTION WITH UTILITY PROVIDER, AS REQUIRED.
OH
7. CONTRACTOR SHALL VERIFY THAT THERE ARE NO UTILITY CONFLICTS PRIOR TO CONSTRUCTION.
C
G
L6 S88°25'41"E 8.72' 8. ALL SANITARY SEWER WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT
EDITION OF THE CITY OF MUSKEGON STANDARDS & SPECIFICATIONS.
L7 S01°34'19"W 0.30' 9. ALL WATERMAIN, WATER SERVICES, AND FIRE PROTECTION LINES SHALL BE INSTALLED IN
G
ACCORDANCE WITH THE CURRENT EDITION OF THE CITY OF MUSKEGON STANDARDS &
SPECIFICATIONS.
L8 S88°25'41"E 0.40' + 10. ALL WORK WITHIN THE PUBLIC ROAD RIGHT-OF-WAY WILL REQUIRE A PERMIT AND OR APPROVAL
FFE=597.73
FROM THE CITY OF MUSKEGON AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT
G
L9 S00°42'58"W 29.45' EDITION OF THEIR STANDARDS & SPECIFICATIONS.
OH
11. COORDINATE ALL SIGNAGE REMOVAL AND RELOCATION WITHIN THE RIGHT-OF-WAY WITH CITY OF
MUSKEGON.
L10 N88°25'41"W 8.43'
G
12. SITE CONTRACTOR RESPONSIBLE TO CONNECT EXISTING AND PROPOSED BUILDING TO WATER
SERVICE AND SANITARY SEWER LATERAL, REFER TO PLUMBING PLANS FOR CONNECTION LOCATION
L11 S88°38'32"E 12.93' AND DETAILS.
OH
13. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS. BUILDING SHALL BE STAKED
G
L12 S02°11'01"W 21.28' BASED ON FOUNDATION PLAN. CONTRACTOR SHALL NOTIFY ENGINEER IF THERE ARE
DISCREPANCIES BETWEEN THE BUILDING AND SITE DRAWINGS.
14. ONSITE LIGHTING SHALL DIRECTED DOWNWARD AND AWAY FROM ADJACENT PROPERTIES AS
L13 N87°48'59"W 28.01'
G
REQUIRED PER THE CITY OF MUSKEGON ZONING ORDINANCE.
OH
15. SITE SIGNAGE SHALL MEET THE STANDARDS AND REQUIREMENTS OF THE CITY OF MUSKEGON
ZONING ORDINANCE. A SIGN PERMIT SHALL BE ACQUIRED PRIOR TO CONSTRUCTION.
16. CONTRACTOR SHALL BE RESPONSIBLE TO MEETING THE STANDARDS AND REQUIREMENTS OF
G
A 06/24/24 DOC REL 09 - ADDENDUM A
THE LOCAL NOISE ORDINANCE FOR ALL CONSTRUCTION PRACTICES.
06/03/24 DOC REL 07 - IFB
17. SEE OTHER SHEETS IN PLAN SET FOR MORE INFORMATION.
04/22/24 DOC REL 05 - 85% CD
G
03/11/24 DOC REL 04 - 50% CD
02/09/24 DOC REL 03 - PRICING
01/22/24 DOC REL 02 - DD
REV DATE DOC REL ## - DESCRIPTION
PROJECT # 2300029
PROJECT MANAGER M. VANWIENEN
DESIGNED BY Designer
DRAWN BY Author
QUALCHECK Checker
SHEET TITLE
PHASE 2
SITE LAYOUT
GHAFARI ASSOCIATES © 2023
Project Manager
RYAN T. YSSELDYKE, P.E. SHAW WALKER The Surveyor's /
Engineer's liability for any
and all claims, including PLAN
but not limited to those
arising out of the
Drawn by Surveyor's / Engineer's
STEVEN A. MORRIS 902 WASHINGTON AVE professional services,
negligence, gross
MUSKEGON, MICHIGAN 220 Hoover Boulevard
HEI Project Number misconduct, warranties or
misrepresentations shall Holland, Michigan 49423-3766
www.hollandengineering.com
C-102
23-11-013 PT. OF THE NE 1/4 , SECT 25, T10N, R17W
CITY OF MUSKEGON, MUSKEGON CO., MI.
be deemed limited to an
amount no greater than
the service fee.
T 616-392-5938 F 616-392-2116
SHEET NUMBER
0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000'
1"=10'-0" 1"=20'-0" 1"=30'-0" 1"=40'-0" 1"=50'-0" 1"=60'-0" 1"=80'-0" 1"=100'-0" 1"=200'-0" 1"=400'-0" 1"=500'-0" 1"=1000'-0"
Page 119 of 156
0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 0 32' 64'
112"=1'-0" 1"=1'-0" 3
4"=1'-0"
1
2"=1'-0"
3
8"=1'-0"
1
4"=1'-0"
3
16"=1'-0"
1
8"=1'-0"
3
32"=1'-0"
1
16"=1'-0"
1
32"=1'-0"
TIE-IN TO EX. STM CB 12512
CORE (1) 8" HOLE @ ELEV = 588.10±
VERIFY INVERT & STRUCTURE
CONDITION PRIOR TO CONSTRUCTION
Parkland Properties
75 W Walton Ave., Suite A,
Muskegon, MI 49440
231-722-7001
https://parklandmi.com/
OH
STM MH #12512
OH
SS
OH
SS
SS
TIE-IN TO EX. STM CB 1482
OH
SS CORE (1) 15" HOLE @ ELEV = 585.53± 588
SS VERIFY INVERT & STRUCTURE
OH
OH CONDITION PRIOR TO CONSTRUCTION 588
SS
OH
OH
OH
STM CB #1482
G
OH
OH
SS
OH ST
SS
OH
OH ST
ST
OH
5
ST
SS
90
W. W
OH
OH
OH
EST ST ST 0' 20' 40' 80'
SS
ERN AVE
OH
OH
37 OTTAWA NW
SS
OH
589
NUE
OH
G
OH
SUITE 700
SS
ST
OH
PROPOSED + OH
ST
ST
OH
G SCALE 1" =40'
SS
TOWNHOUSE FFE=593.64 OH
GRAND RAPIDS, MI 49503-2900 USA
SS
OH
OH ST ST
(2 UNITS)
OH
OH TEL +1.616.771.0909
SS
ST
OH
OH
PROP. 65 LF 15" HDPE www.ghafari.com
SS
OH ST
OH
SS
OH
STM SEWEROH@ 2.0%
ST
PROPOSED
ST
OH OH
EX. FDC OH
SS
ST
ST
OH
FFE=595.00 LOCATION FFE=595.11 + OH OH
OH
8' OH OH OH STM MH #1526
SS
OH
593
4
3
594
OH
592
ST
59
59
591
SS
SS
ST
PROP. 8" INV = 590.18
59
PROP. 104 LF 8" RDL @ 2.0%
0
591
SS
SS
@ BUILDING
OH
PROP. 252 LF 8" RDL @ 2.0%
ST
591
SS
592
SS
ST
59
SS
0
SS
OH
ST
593
PROP. 8" INV = 593.04
SS
SS
ST
592
@ BUILDING STM MH #15005
SS
SS
PROP. 4' DIA CB 7
OH
ST
PROP. 54 LF 15" HDPE
SS
59
SS
PROPOSED
ST
STM SEWER @ 1.25% 2 591 RIM = 591.93
FFE=595.00
SS
15" INV NE = 586.83
SS
OH
ST
ST
SS
15" INV SE = 586.83
SS
ST
CONSULTANT INFORMATION
SS
GRADING & STORM SEWER NOTES:
SS
OH
ST
ST
SS
FFE=595.35 +
SS
ST
1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT ALL NECESSARY PERMITS
PROP. 4' DIA CB 8 AND APPROVALS HAVE BEEN ACQUIRED PRIOR TO CONSTRUCTION.
SS
593
2
593 59
OH
ST
ST
SS SS SS SS SS SS
RIM = 591.75
594
SS
A 2. SITE DESIGN WAS DEVELOPED IN ACCORDANCE WITH THE INFORMATION CONTAINED IN
2
SS
ST
PROPOSED 592
59
FUTURE 15" INV NW = 587.51 THE GEOTECHNICAL REPORT AND SOIL BORINGS COMPLETED FOR THE PROJECT.
SS
COURTYARD FFE=595.80 PROP. 227 LF 8" RDL @ 1.2% 12" INV S = 587.71 CONTRACTOR SHALL ACQUIRE A COPY OF THE GEOTECHNICAL REPORT AND SOIL
OH
ST
ST
ST
ST
5 94
SS
BORING INFORMATION. SOIL CONDITIONS MAY VARY FROM THE GEOTECHNICAL
SS
ST
PROP. 8" INV = 591.91 8" INV W = 588.00 INFORMATION, WHICH MAY AFFECT THE SITE DESIGN, EARTHWORK QUANTITIES, USABLE
SS
@ BUILDING SOILS, AND SOIL EROSION AND SEDIMENTATION CONTROL PRACTICES. CONTRACTOR
OH
ST
ST
ST
59
SS
SHALL NOTIFY DESIGN ENGINEER AND GEOTECHNICAL ENGINEER IF SITE CONDITIONS
3
PROP. 27 LF 12" HDPE
SS
ST
593 VARY FROM SOILS INFORMATION CONTAINED IN THE GEOTECHNICAL INFORMATION.
STM SEWER @ 2.0%
SS
OH
ST
ST
3. CALL MISS DIG AT LEAST THREE (3) WORKING DAYS PRIOR TO STARTING ANY
ST
SS
G
SS
ST
EXCAVATION.
PROP. 2 FT HIGH
SS
+ 4. CONTRACTOR SHALL VERIFY THAT THERE ARE NO UTILITY CONFLICTS PRIOR TO
ST
+
ST
ST
405 LF RETAINING WALL
59
SS
FFE=595.36 CONSTRUCTION.
SS
ST
4
FFE=595.43
OH
PROP. 4' DIA CB 9 5. ALL WORK WITHIN THE RIGHT-OF-WAY WILL REQUIRE A PERMIT AND OR APPROVAL FROM
SS
G
CITY OF MUSKEGON AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT
ST
ST
ST
RIM = 592.25 PROP. 149 LF 12" HDPE
SS
SS
ST
EDITION OF THEIR STANDARDS & SPECIFICATIONS.
12" INV N = 588.25 STM SEWER @ 2.0% A
OH
595 594 6. STORM WATER MANAGEMENT SYSTEM AND GRADING SHALL BE IN ACCORDANCE WITH
12" INV S = 589.20
ST
ST
ST
THE CITY OF MUSKEGON STORM WATER ORDINANCE.
SS
5
59
SS
ST
8" INV W = 589.19
594
OH
G
7. SITE CONTRACTOR RESPONSIBLE TO CONNECT STORM / ROOF WATER TO STORM DRAIN
591
1
592
A
590
0
593
592
593
59 59PROP. 2' DIA CB 4 AS SHOWN. REFER TO PLUMBING PLANS FOR CONNECTION TO THE BUILDING AND
ST
ST
ST
PROP. 2' DIA CB 6 PROP. 2' DIA CB 2
SS
DETAILS.
SS
ST
ST
PROPOSED RIM = 594.54 RIM = 593.71 RIM = 593.68
OH
STM CB #2136 STM CB #1962 PROP. 4' DIA OUTLET 8. SITE SHALL BE GRADED WITH SMOOTH CONTOURS IN ALL AREAS OF DISTURBANCE AND
FFE=595.80 + 596 12" INV S = 591.79 12" INV S = 591.21 12" INV S = 591.05
ST
ST
FFE=595.43
STM MH #2026 GRADED TO SLOPE AWAY FROM THE EXISTING AND PROPOSED BUILDINGS AND
CONTROL STRUCTURE
SS
6
ST
ST
59
595
595
G
596 SIDEWALKS.
ST
SS
594
59
OH
595
PROPOSED 18" WIDE STONE PROPOSED RIM = 597.25
59
595
595
4
PROP. 4' DIA MH 2
596
59
4
PROP. 8" INV = 594.02 9. ALL STORM SEWER PIPING SHALL BE ADS N-12, HANCOR HI-Q OR APPROVED EQUIVALENT
4
ST
ST
"SPILLWAY" FOR ROOF OVERFLOW FFE=595.80 595 RIM = 596.40 TOP OF WEIR WALL = 592.00 POLYETHYLENE (PE) PLASTIC PIPE AND FITTINGS, UNLESS OTHERWISE NOTED. WHERE
SS
@ BUILDING
ST
ST
SS
24" INV E = 589.20
OH
FFE=596.15 + 12" INV N = 592.18 SPECIFIED IN THE PLANS, CONCRETE CLASS IV PIPE WITH RUBBER GASKETS IS
CORE CATCH BASIN EX. FDC REQUIRED.
ST
EX. FDC 24" INV W = 589.20
ST
FOR 8" STORM LOCATION PROPOSED 8" INV SE = 592.28
G
597
SS
ST
596
LOCATION FFE=597.71 10. SEE OTHER SHEETS IN PLAN SET FOR MORE INFORMATION.
ST
SS
596
OH
8" E INV = 593.42 12
1
595
59
595
7.6
ST
5
ST
596
59
PROP. 125 LF 12" HDPE
SS
A
ST
3
ST
7.6
SS
OH
G STM SEWER @ 0.5%
59
G G G G G
ST
G
SESC NOTES:
7.0 3T
2
STST
PROPOSED 597 PROP. 125 LF 12" HDPE PROP. 125 LF 12" HDPE
59 97.3 5
7.0
7.0
59 97.4
1B
596
ST
59 59
7.0 7T
ST
597
59
PROP. 60 LF 8" RDL @ 1.0% 596STM SEWER @ 1.0% STM
596 SEWER @ 1.0%
SS
FFE=597.71 6
5
5B
596 1. CONTRACTOR SHALL OBTAIN ALL STATE AND LOCAL PERMITS AS NECESSARY FOR REGISTRATION SEAL
597
ST
596
SS
G
5
CONSTRUCTION.
ST
OH
592
OH
ST ST ST
PROP. 70 LF 8" RDL @ 2.6% STM MH #2837 PROP. 75 LF 24" HDPE
ST
2. SITE DESIGN WAS DEVELOPED IN ACCORDANCE WITH THE INFORMATION CONTAINED IN
STM SEWER @ 4.0%
598 STREET
ST
THE GEOTECHNICAL REPORT AND SOIL BORINGS COMPLETED FOR THE PROJECT.
G
STM MH #4616 STM MH #2842
ST
PROP. 120 LF 12" HDPE PROP. 120 LF 15" HDPE
SS
ST
OH
SS
ST
A FFE=597.70 + 593 CONTRACTOR SHALL ACQUIRE A COPY OF THE GEOTECHNICAL REPORT AND SOIL
STM SEWER @ 1.0% STM SEWER @ 0.4%
G
PROP. 8" INV = 594.10 BORING INFORMATION. SOIL CONDITIONS MAY VARY FROM THE GEOTECHNICAL
597 597 597 597 594
597 INFORMATION, WHICH MAY AFFECT THE SITE DESIGN, EARTHWORK QUANTITIES, USABLE
597
ST
@ BUILDING STM MH #15737
ST
595
OH
ST
OH OH OH OH OH SOILS, AND SOIL EROSION AND SEDIMENTATION CONTROL PRACTICES. CONTRACTOR
SS
SHALL NOTIFY DESIGN ENGINEER AND GEOTECHNICAL ENGINEER IF SITE CONDITIONS
G
+ STM MH #2782
VARY FROM SOILS INFORMATION CONTAINED IN THE GEOTECHNICAL INFORMATION.
G
PROPOSED
ST
ST
OH
STM MH #4617 FFE=598.08
ST
598 3. CONTRACTOR IS RESPONSIBLE TO ACQUIRE THE CITY OF MUSKEGON SOIL EROSION AND
PROP. 129 LF 12" HDPE FFE=597.71
SS
DIVISION
STM MH #2424
OH
SEDIMENTATION CONTROL PERMIT AND THE NPDES NOTICE OF COVERAGE AND COMPLY
STM SEWER @ 0.4% 598 598
ST
TIE-IN TO EX. STM CB 2782 STM MH #15736 ST
WITH ALL PERMIT REQUIREMENTS AND WITH ALL STANDARDS AND REQUIREMENTS OF
ST
OH
PROP. 2' DIA STM YB 1 598 598 598 ST
G
THE AGENCIES HAVING JURISDICTION.
SS
ST
CORE (1) 12" HOLE @ ELEV = 592.60
G
RIM = 596.80 PROP. 80 LF 12" HDPE 598 596
4. BEST MANAGEMENT PRACTICES SHALL BE UTILIZED DURING AND AFTER CONSTRUCTION
VERIFY INVERT & STRUCTURE
ST
OH
12" INV E = 594.41 STM SEWER @ 1.0% FOR TEMPORARY AND PERMANENT SOIL EROSION AND SEDIMENTATION CONTROL
ST
CONDITION PRIOR TO CONSTRUCTION
SS
MEASURES.
OH
G
597
ST
5. CONTRACTOR SHALL PROVIDE A CERTIFIED STORM WATER OPERATOR FROM
OH
PROP. 58 LF 12" HDPE 599
ST
G
CONSTRUCTION COMMENCEMENT THROUGH FINAL SITE STABILIZATION.
599 599 599
SS
STM SEWER @ 0.5% 599 599 6. THE TEMPORARY SOIL EROSION CONTROL MEASURES SHALL BE INSPECTED AND
ST
PROP. 4' DIA STM CB 5
OH
A 598 PROP. 1,500 CUFT MAINTAINED WEEKLY AND AFTER EACH SIGNIFICANT RAIN EVENT IN ACCORDANCE WITH
ST
G
OUTDOOR RIM = 597.83
SS
THE EGLE REQUIREMENTS.
COURTYARD UNDERGROUND
12" INV60E0 = 591.16 7. CALL MISS DIG AT LEAST THREE (3) WORKING DAYS PRIOR TO STARTING ANY
ST
599 STORAGE CHAMBERS
OH
PROP. 4' DIA STM CB 3
G
ST
12" INV N = 591.16 EXCAVATION.
600 600
RIM = 597.83 00 600 SEE DETAIL 1 THIS SHEET
PROP.6 4' DIA STM CB 1
G
600 8. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY AND MUSKEGON COUNTY
OH
599
SS
599
ST
15" INV E = 589.96
OH
PROP. 4' DIA STM YB 2 RIM = 597.83 ROAD COMMISSION STANDARDS AND SPECIFICATIONS.
ST
PROP. 4' DIA STM MH 3
C
RIM = 596.80 ST 12" INV W = 589.96 9. SOIL EROSION CONTROL MEASURES SHALL BE PLACED PRIOR TO EARTH MOVING OR
RIM = 599.76 24" INV E = 589.40
601 12" INV N = 589.96
SS
600 GROUND DISTURBANCE AND REMAIN IN PLACE UNTIL FINAL RESTORATION HAS BEEN
G
12" INV E = 593.89
OH
15" INV W = 589.48 TIE-IN TO EX. STM MH
G
ST
12" INV N = 593.40 STM LB #2445 0 ESTABLISHED.
12" INV W = 593.89 PROPOSED
12" INV W = 593.60
60 601 601 601INV600
12" N = 589.80 601 601 CORE (1) 24" HOLE 10. ALL FOREIGN MATERIAL OR DEBRIS FROM JOB SITE WHICH IS DEPOSITED ON PAVED
OH
FFE=597.71 STM CB #2710 601
SS
@ ELEV = 585.50± ROADWAY SHALL BE REMOVED IMMEDIATELY.
OH
8" INV S = 593.40
ST
C
STM MH #2761 601 VERIFY INVERT & STRUCTURE 11. THE PAVED ROADWAY SHALL BE SWEPT CLEAN AS NEEDED, BUT AT LEAST ONCE A
602 602
G
G
WINDOW WELL & PROP. 80 LF 8" RDL @ 1.0% CONDITION PRIOR TO CONSTRUCTION WEEK.
SS
602
OH
STM CB #2886
ST
OH
ACCESS STAIRS 12. SOIL EROSION CONTROL MEASURES ARE THE RESPONSIBILITY OF THE CONTRACTOR
PROP. 8" INV = 594.25
OH
602 602 602 602 602 DURING CONSTRUCTION AND THE OWNER UPON COMPLETION.
SEE ARCH. PLANS
OH
SS
OH
@ BUILDING 603
C
G
OH
ST
13. CONTRACTOR SHALL PHASE THE PLACEMENT OF THE SOIL EROSION CONTROL
OH
603 MEASURES AS NECESSARY FOR THE SITE IMPROVEMENTS WITHIN THE LIMITATIONS OF
OH
G
THE ACQUIRED SOIL EROSION CONTROL PERMIT.
SS
ST
OH
14. STOCKPILE AREAS SHALL BE STABILIZED WITH TEMPORARY OR PERMANENT SEED IN
603 603 603 603 603
60
G
OH
OH
OH
STM MH #6131 ACCORDANCE WITH THE CITY SOIL EROSION AND SEDIMENTATION CONTROL
3
SS
OH
604 REQUIREMENTS. ALL EXCESS SPOILS SHALL BE REMOVED FROM SITE.
4
60
OH
+ 605
G
+ 15. ALL EXCESS SPOILS SHALL BE HAULED OFFSITE AND LEGALLY PLACED IN AN UPLAND
ST
OH
OH
OH
FFE=597.73 FFE=597.71
AREA NOT ENCUMBERED BY WETLANDS OR FLOODPLAIN.
SS
OH OH OH
G
OH OH OH OH OH OH OH OH OH OH OH OH
606 16. THERE SHALL BE NO EARTH MOVEMENT OR DISTURBANCE OUTSIDE THE LIMITS OF
OH
ST
OH
OH
DISTURBANCE WITHOUT PRIOR AUTHORIZATION FROM THE CITY.
SS
17. THE MINIMUM AMOUNT OF SOIL EROSION AND SEDIMENTATION CONTROL MEASURES
G
ARE SHOWN THE DRAWINGS. CONTRACTOR SHALL PROVIDE ADDITIONAL CONTROL
PROPOSED
ST
MEASURES, MAINTENANCE, AND/OR STABILIZATION MEASURES AS NECESSARY FOR
SS
FFE=597.71 CONSTRUCTION ACTIVITIES.
OH
ST
18. SEE OTHER SHEETS IN PLAN SET FOR MORE INFORMATION.
G
OH SS
ST
SS
FFE=609.68
G
+
OH
ST
OH SS
ST
G
SS
PROPOSED
ST
CONSTRUCTION SCHEDULE
YEAR
ACTIVITY MONTH MONTH MONTH MONTH MONTH MONTH
INSTALL CONTROLS
A 06/24/24 DOC REL 09 - ADDENDUM A
CLEARING 06/03/24 DOC REL 07 - IFB
04/22/24 DOC REL 05 - 85% CD
GRADE 03/11/24 DOC REL 04 - 50% CD
A
02/09/24 DOC REL 03 - PRICING
BUILDING
01/22/24 DOC REL 02 - DD
REV DATE DOC REL ## - DESCRIPTION
PROP. 4' DIA STM CB 1 UTILITIES
PROP. 4' DIA OUTLET
RIM = 597.83 CB #2 CONTROL STRUCTURE
24" INV E = 589.40 PAVING
RIM = 597.25
15" INV W = 589.48
TOP OF WEIR WALL = 592.00 PROJECT # 2300029
12" INV N = 589.80 PROP. 14 LF 24" HDPE 24" INV E = 589.20
STM SEWER @ 0.3% RESTORE
24" INV W = 589.20 PROJECT MANAGER M. VANWIENEN
CB #3 *NOTE : CONSTRUCTION SCHEDULE MAY VARY BASED ON CONTRACTOR'S DESIGNED BY Designer
MH #15736 SCHEDULE. CONTRACTOR SHALL UPDATE THE OCWRC IF CONSTRUCTION
DRAWN BY Author
SCHEDULE VARIES FROM ABOVE.
QUALCHECK Checker
PROP. 18 LF 24" HDPE SHEET TITLE
STM SEWER @ 0.3% PROP. (7) ADS MC-3500
STORAGE CHAMBERS
DRAINAGE &
SESC PLAN
GHAFARI ASSOCIATES © 2023
Project Manager
RYAN T. YSSELDYKE, P.E. SHAW WALKER The Surveyor's /
Engineer's liability for any
UNDERGROUND STORAGE CHAMBERS and all claims, including
1 but not limited to those
arising out of the
Drawn by Surveyor's / Engineer's
STEVEN A. MORRIS 902 WASHINGTON AVE professional services,
negligence, gross
MUSKEGON, MICHIGAN 220 Hoover Boulevard
HEI Project Number misconduct, warranties or
misrepresentations shall Holland, Michigan 49423-3766
www.hollandengineering.com
C-200
23-11-013 PT. OF THE NE 1/4 , SECT 25, T10N, R17W
CITY OF MUSKEGON, MUSKEGON CO., MI.
be deemed limited to an
amount no greater than
the service fee.
T 616-392-5938 F 616-392-2116
SHEET NUMBER
0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000'
1"=10'-0" 1"=20'-0" 1"=30'-0" 1"=40'-0" 1"=50'-0" 1"=60'-0" 1"=80'-0" 1"=100'-0" 1"=200'-0" 1"=400'-0" 1"=500'-0" 1"=1000'-0"
Page 120 of 156
0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 0 32' 64'
112"=1'-0" 1"=1'-0" 3
4"=1'-0"
1
2"=1'-0"
3
8"=1'-0"
1
4"=1'-0"
3
16"=1'-0"
1
8"=1'-0"
3
32"=1'-0"
1
16"=1'-0"
1
32"=1'-0"
OH
OH ST
OH ST
OH
OH
OH
OH
SS
OH ST ST
OH
OH
OH
OH ST
OH
OH
SS
OH ST
OH
ST
OH
OH ST
OH
OH ST OH
OH
OH
Parkland Properties
SS
OH ST
OH OH
ST
OH
OH ST
OH
75 W Walton Ave., Suite A,
4
OH
+ OH
4.3
OH OH ST
OH
59
OH OH OH OH
Muskegon, MI 49440
SS
ST
OH OH
0
OH
3.8
OH OH
SS
4
OH
59
3
593 OH
59
OH
594
59
592 591
5
231-722-7001
SS
ST
3.0
SS
59
59
OH
0
2 .94
https://parklandmi.com/
3.8 593
6
2.3
SS
ST
591
59
SS
OH
59
4
4.6
2 .5
591
59
SS
ST
%
592
SS
9
1.8%
4.0
1.3%
OH
59
59
%
SS
ST
0
1.1
SS
OH
8
0' 10' 20' 40'
2.1
593
9
2.3
1.8%
59
SS
59
ST
%
SS
1.0
1.0%
OH
592
8
0
SCALE 1" =20'
3.9
1
5.0
6 4.9
3
1.9
4
59
59
4.3
6
4.4 59
SS
ST
4.7
59
1.5%
5
5
59
3.2
1.9%
3.7
SS
59
9
OH
59
4.3
59
59
59 1.0%
6
SS
PROPOSED
ST
4.5
5
59
6
4.1
4.6
SS
59
0
2
59
2.1
OH
FFE=595.00
59
% 591
1.9
59
1.0%
0
1.2% 37 OTTAWA NW
6
5.0
4.7
SS
ST
8
1.1%
3.6
59
59
SS
SUITE 700
6
1
59
4.4
OH
7
4.6
4.3
59
9
59
59 GRAND RAPIDS, MI 49503-2900 USA
3.3
0
1
3.2
4.0
0.1%
SS
ST
59
59
59
1.2% TEL +1.616.771.0909
SS
OH
8
2.1
www.ghafari.com
0
59
5.0
3
1.3%
SS
4.3
ST
59
6
8
4.7
3.6
1.2%
59
SS
4
59
59
3.8
OH
7
8
%
4.4
4.2
2
2
59
+ 3
1.6
2.4
3.0
59
4.8
59
1
3.3
SS
59
59
0
4
ST
59
1.0
2.2
2.1
59
8
SS
1.5
%
59
59
1
2.0%
OH
1.7
59
1.0%
2
5
5
59
2.4
1.9
1.7
SS
1.0%
59
59
ST
59
2
593
59
SS
OH
593 %
1.3% 3.4
594
2
SS
ST
PROPOSED 1.4
59
% 8
2.0
2
592
1
6
SS
0
3.0
4
2.3
2.2
2.1
OH
9 3.9
% 59
1
FFE=595.80 1.9
59
3.7
59
59
59
4.4 59
1.0% 0.6%
59
2
SS
ST
5.0
59
SS
59
%
OH
1.4
1
8
9
4.0
3.7
5
2.1
594
3.0
59
59
1.0%
6
1
4
59
6
2.5
2.5
2.4
SS
59
2.2
ST
1.7%
0
1.2%
59
59
59
6 59
4.6
SS
1
3
0
3.4
2.9
2.6
OH
59
1.3%
2.2
CONSULTANT INFORMATION
59
59
59
59
SS
8
2
ST
2.3
2.7
SS
59
59
OH
59
1.0% 2.4%
3
SS
ST
8
SS
3.8
0
3.5
OH
59 593
59
4
SS
3.0
ST
0
5.4
59
SS
OH
59
3
8
5.7
5.6
SS
ST
59
59
2.1%
SS
3
4
1.0%
OH
5.7
5.3
4
0
1.8%
5.1
4.9
59
59
8
6
3.3
59
59
2.0%
4.4
SS
ST
+
59
8
59
5.7
SS
.80 + 59
59
4
5 4
%
5.1
59 %
1
1.3
1.3
5.2
59
SS
ST
59
OH
SS
1.2%
1.5%
9
5.1
9
2
59
5.1
5.7
2.8%
SS
ST
59
59
OH
0
SS
5.8
1.5%
9
7
5.1
59
4.4
0
3.9
59
59
SS
59
ST
2.4%
OH
SS
4
5.1
59
1.0% 595 594
ST
OH
2
6
SS
4.0
4.4
5
4
1.2%
5.2
5.1
59
59
59
59
5
8
9
59
4.4
4.3
ST
59
59
OH
SS
7
0
5.1
4.9
594
6
59
59
4.4
4
4.1
0
ST
5.8
59
OH
59
SS
59
2.6
%
ST
ST
OH
ST
SS
1.0%
ST
0.9% ST
59
4.0
%
6
0B
2.4%
4.7
OH
1.0
+ 596
59
1
ST
6
5.6
4.4
SS
7
3.5
8
6.2
59
4.9
59 %
59
59
OH
96
6
596
6.1
ST
5
SS
59
PROPOSED REGISTRATION SEAL
595
8
595
1.8% 2.0%
6.4
FFE=595.80
OH
59
ST
3
6.0
SS
8
6.3
59
595
59
1.0% 8
2.9%
2.6
OH
5.1
7
9
5.1
%
6.6
ST
59
SS
59
59
7
+ 59
5.1
9
OH
6.5
ST
59
4
SS
6.4
59
597
OH
596
ST
SS
2.4%
596
9
5.8
4.1%
59
OH
1
ST
7.6
SS
596
59
1.1
%
%
OH
3.0
ST
1
SS
6.3
59
OH
1.8%
ST
SS
PROPOSED 597
FFE=597.71
6
5
5
0
.75
0
7.4
6.7
6.7
7.3 97.3
7.7 97.7
6
ST
59
59
59
59
597
5
5
SS
OH
1.0%
1.0%
1.0%
7
.30
0
0
0
0
2.6%
7.5
7.3
7.3
7
7
59
59
59
59
59
59
7.7
ST
59
ST
SS
OH
8
7.3 OH
59
SS
ST
ST
8
8.0
OH
SS
ST
59
ST
+
OH
ST
SS
2.0%
ST
.90
ST
OH
0
8.4
8
3
SS
ST
59
8.2
59
59
ST
OH
1.0%
SS
ST
+
.26
PROPOSED
600
1.0%
OH
FFE=597.71 ST
SS
ST
ST
OH
598
SS
ST
8.7 04
OH
59 99.
0
4
1.0%
8.3
SS
ST
5
59
OH
0.3%
SS
ST
0.3%
OH
SS
ST
7
8.3
1.0%
OH
59
SS
ST
OH
SS
ST
OH
SS
ST
59
1.0%
.60
599 6
9.9
.32 0.8
600
6
6 60
9.2
OH
7
59 9.2
SS
ST
.32
1
3
7
59
7.7
8.5
8.7
59 599
0
0
7.5
59
OUTDOOR
59
59
6.8
1.2% 600.9
599.9 7
6
59
9.3
0
1
59
OH
1.0%
60
8.9
1
5
59
8.6
8.8
COURTYARD
SS
ST
0.6
0
59
59
0
6.8
59
59 8
0
1
7.5
8.8
2.0% 1.0%
7.7
7.5% 1.0% 599
OH
59
59
1
ST
.7
97
1
6
1.9%
8.7
8.9
5
SS
59
59
2.6%
OH
ST
0
1
1
8.9
9.0
7.7
599
59
59
SS
59
2 A 06/24/24 DOC REL 09 - ADDENDUM A
9.7 2
OH
59 99.2
ST
3
06/03/24 DOC REL 07 - IFB
8
9.1
7
8.9
5
9.7
SS
59
59
59
04/22/24 DOC REL 05 - 85% CD
ST
ST ST
OH
ST
03/11/24 DOC REL 04 - 50% CD
SS
600
02/09/24 DOC REL 03 - PRICING
OH
01/22/24 DOC REL 02 - DD
PROPOSED 0
SS
1.0% 1.0% 60 REV DATE DOC REL ## - DESCRIPTION
OH
FFE=597.71
7.7%
7.4%
SS
601
5
0.3
OH
60
0.6 4
601
60 01.1
4
.50
PROJECT # 2300029
6
9
601
SS
1.1
60
OH
PROJECT MANAGER M. VANWIENEN
9
0.8
6
7
1.9
SS
1.3
Designer
60
5.0% DESIGNED BY
60
60
602
OH
OH
6
1.8
DRAWN BY Author
OH
60
SS
OH
7
3.4% 2.0%
2.3
OH
QUALCHECK Checker
60
8
OH
OH
1.7
7
SHEET TITLE
2.2
SS
60
6
4
60
3.2
3.3
OH
OH
6.2%
60
60
9
2.7
2.4%
OH
603
60
DETAILED
OH
SS
5B .69
5B
5B
5B
5B
OH
.3 2
3.3
3.3
3.3
3.3
3 OH
60
60
4
GRADING PLAN
2.5
60
60
OH
60
60
GHAFARI ASSOCIATES © 2023
60
Project Manager
SS
60
5T
5T
SHAW WALKER The Surveyor's /
3
6.3
.81
6.3
OH
RYAN T. YSSELDYKE, P.E.
60
5B B
60
Engineer's liability for any
.35
5B
5B
5B
OH
3.3
OH
OH
3.3
3.3
3.3
3
60 60 OH and all claims, including
SS
6
60
60
60
3.2
60
OH
but not limited to those
60
4.2
7T
5T
5T
5T
5T
3
6.3 arising out of the
6.3
6.3
6.3
6.3
OH
OH
60
60
60
60
60
60
SS
60
60
60
60
60
Drawn by Surveyor's / Engineer's
6.0
5.6
5.9
6.2
6.2
6.0
902 WASHINGTON AVE
0
3
4
4
0
7
4
professional services,
5
60
3.5
STEVEN A. MORRIS
60
OH
OH
60
5.6
negligence, gross
MUSKEGON, MICHIGAN 220 Hoover Boulevard
6
SS
HEI Project Number misconduct, warranties or
misrepresentations shall Holland, Michigan 49423-3766 C-201
9
6
4.7
4.3
OH
OH
www.hollandengineering.com
23-11-013 PT. OF THE NE 1/4 , SECT 25, T10N, R17W be deemed limited to an
60
60
SS
SHEET NUMBER
amount no greater than T 616-392-5938 F 616-392-2116
CITY OF MUSKEGON, MUSKEGON CO., MI. the service fee.
OH
OH
0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000'
1"=10'-0" 1"=20'-0" 1"=30'-0" 1"=40'-0" 1"=50'-0" 1"=60'-0" 1"=80'-0" 1"=100'-0" 1"=200'-0" 1"=400'-0" 1"=500'-0" 1"=1000'-0"
Page 121 of 156
0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 0 32' 64'
112"=1'-0" 1"=1'-0" 3
4"=1'-0"
1
2"=1'-0"
3
8"=1'-0"
1
4"=1'-0"
3
16"=1'-0"
1
8"=1'-0"
3
32"=1'-0"
1
16"=1'-0"
1
32"=1'-0"
ST
SS
ST
SS
OH
G
ST
SS
ST
SS
OH
8
3.3
ST
SS
ST
59
SS
Parkland Properties
G
75 W Walton Ave., Suite A,
ST
SS
ST
OH
SS
Muskegon, MI 49440
ST
SS
ST
G
OH
SS
231-722-7001
0' 10' 20' 40'
ST
SS
ST
2.4%
OH
https://parklandmi.com/
SS
SCALE 1" =20'
ST
G
ST
OH
SS
5
8
9
59
59
4.4
4.3
ST
ST
3.6
4B
4B
4B
9B
6B
59
59
OH
7T
2.4
2.4
2.4
2.6
2.9
7B
SS
5.6
59
59
59
59
59
59
594
G
4
ST
4T
4.4
7T
ST
4
59
0
59
59
4.4
5.2
1
591
OH
593
0
592
592
590
4.9
593
59 59
59
59
59
59
59
59
SS
594.4
594.6
4.4
4.9
59
59
4.4
4.4
4.4
4.4
5.6
6
4T
6T
4
4
4
4
7
ST
ST
ST
4
OH
ST
4.4
SS
59
ST
3.5
59
ST
G
59
0B
1.0%
4.0
5
4.5
ST
0B
1.0
59
OH
1.6 % 1.1
596
1
ST
% % %
1.8%
5.6
% 1.0 1.3
% 1.1
SS
7
9
1.7%
3.5
8
59
6.2
5.9
59
4.9
%
5.4
59
59
ST
59
1.9%
9
OH
6
6
59
G
6.1
37 OTTAWA NW
ST
595
595
SS
59
59
594
4
595
8
59
59 SUITE 700
4
6.4
ST
1.8% 2.0%
595
4
596
59
OH
GRAND RAPIDS, MI 49503-2900 USA
ST
3
6.0
SS
8
6.3
59
TEL +1.616.771.0909
9
5.4
ST
59
.59
4
1
.20
8
0
2
.23
7
3
.20
1
0
5
.80
5
3.0%
2.9%
59
2.6
4.5
4.8
3.6
4.2
4.8
5.3
5.2
3.7
4.2
4.9
4.5
9
G
OH
7
6.6 www.ghafari.com
5
5.3
94
94
95
94
94
%
6.2
59
59
59
59
59
59
59
59
59
59
59
ST
55
65
85
85
45
59 2.1% 1.3% 3.4% 1.7% 1.7% 1.8%
59
SS
8
8
6
8
4
4
59
4.6
4.8
4.3
5.1
5.1
4.3
4.3
4.7
4.7
4.3
4.7
59
59
59
59
59
59
59
59
59
59
59
ST
9
4
8
4
8
2
OH
6.5
4.7
4.6
5.3
4.6
4.9
ST
4
59
6.4
59
59
59
59
59
SS
59
2
4.9
ST
G
597
59
OH
596
ST
SS
9
2.4%
5.8
59
ST
59
595 595
OH
5
ST
SS
G
ST
OH
ST
SS
ST
OH
1.8%
ST
SS
G
ST
6
596 CONSULTANT INFORMATION
7.4
2.0%
ST
59
59
SS
OH
6
7
596
3.2%
7.5
596
597
ST
596
7
596
59
7.7
ST
59
G
ST
SS
OH
592
%
2.9
3.1
3.0
ST
%
%
8
7.3
3.1%
2.8%
2.7%
2.7%
2.3%
OH
59
SS
2.7%
%
ST
ST
3.0
ST
G
3.0
8
8.0
OH
SS
%
ST
59
593
ST
ST
OH
597
ST
SS
2.0%
ST
597
ST
597
G
597 597 594
597
8.4 90
ST
595
OH
3
59 98.
0
8.2
SS
ST
5
ST
59
ST
OH
1.0%
SS
ST
G
ST
26
600
.26
.
600
1.0%
OH
ST
SS
ST
598
ST
ST
OH
G
598
SS
ST
ST
ST
59
59
59
598
59
59
8.7 04
598 ST
8.3
8.3
7.1
7.7
7.6
59 99.
0
OH
4
1.0%
598 598
8.3
598
ST
0
0
2
1
1
SS
ST
5
59
ST
ST
ST
9
7.6
8
2
8
2
5
2
7
2
8
2
5
1.0% 1.0% 1.0% 1.2% 1.1%
7.9
8.2
7.9
8.2
7.9
8.2
7.9
8.2
7.9
8.2
7.9
59
G
59
59
59
59
59
59
59
59
59
59
59
OH
3
3
3
3
3
598 596
3
7.8
8.4
7.8
8.4
7.8
0.3%
8.4
SS
ST
0.3%
59
59
59
59
59
59
ST
OH
SS
ST
G
7
ST
8.3
1.0%
OH
59
SS
ST
597
ST
OH
SS
ST
599
G
599 599 REGISTRATION SEAL
ST
599 599 599
OH
SS
ST
59
1.0%
.60
599 600
9.9
6
.3 .86
600
2
0.8
ST
6
6
OH
60
9.2
598
1.0%
8.8 98.7 .27
SS
ST
G
2
59
3
7
9.3
5 99
3.8%
8.5
5
59
59
ST
60 600.90
0
599.9 7
1
6
0.9
9.3
8.9
OH
0.6
1
5
60
59
8.6
59
3.3%
SS
ST
0
59
59
3.3%
0
ST
8.8
7.5% 2.0% 1.0%
%
1.0% 599 600
OH
3.8
59
G
3.6%
%
3.1%
ST
3.4
3.4
1
6
1.9%
8.7
8.9
%
%
SS
600
59
ST
59
3.4
3.2
600 600
2.6%
600
OH
3.4
3.6%
%
ST
0
3.6%
1
8.9
600
9.0
%
599
59
59
SS
599
ST
G
9.2 2
OH
59 99.7
2
ST
3
.98
9.1
5
7
9.7
SS
8
59
ST
59
59
ST
ST ST
OH
ST
SS
600
ST
G
601
OH
1.0%
0
SS
60
ST
1.0% 1.0% 601 601 601 600 601 601
OH
7.7%
7.4%
G
SS
601
5
ST
0.3
OH
60
0.6 4
601 601
60 01.1
4
.50 .50
6
9
601
SS
1.1
ST
60
OH
602 602
60
60
60
60
60
9
G
1.6
1.9
1.6
1.9
1.6
0.8
6
6
7
2.5
1.9
SS
1.3
9
7
9
7
9
ST
60
5.0%
60
60
60
602
9
9
9
9
9
9
9
9
9
9
OH
60
1.8
1.8
1.8
1.8
1.8
1.8
1.8
1.8
1.8
1.8
OH
6
1.9
1.8
60
60
60
60
60
60
60
60
60
60
OH
5
9
9
.09
.09
.09
60
2.0
2.0
SS
ST
OH
2
2
2
7
60
60
60
60
60
3.4% 2.0%
2.3
602
OH
602 602 602 602
60
G
8
OH
OH
1.7
7
2.2
SS
ST
60
6
4
603
60
3.2
3.3
OH
OH
6.2%
60
60
.00
9
3.5%
2.7
2.4%
3
OH
603
60
60
OH
SS
ST
3.3%
3.3%
5B
2.2
9
%
G
OH
3.3%
2.4 %
2.6
2.2 %
3.3%
2.2
3.3
4 2.3 2.3 %
3.3%
OH
2.5 %
60
60
%
OH
60
ST
SS
60
5T
3.8
6.3
OH
1
60
5B
OH
OH
OH
3.3
ST
OH
SS
.26
60
603 603 603 603 603
60
60
G
4.2
3
3
OH
60
3
5T
OH
6.3
OH
OH
60
60
5.6
SS
OH
3 604
60
60
60
ST
OH
4
3.5
3.5
3.5
5
0
0
0
0
0
0
60
3.5
3.5
3.5
3.5
3.5
3.5
3.5
60
0
0
0
OH
OH
OH
60
60
60
60
60
60
60
5.6
605
6
SS
G
OH
ST
OH
6
9
OH
4.3
4.7
OH
OH
OH
60
60
SS
OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH
ST
606
OH
OH
G
SS
UE
ST
OH
OH
SS
ST
SS
ST
SS
ST
OH
SS
ST
SS
ST
OH
A 06/24/24 DOC REL 09 - ADDENDUM A
06/03/24 DOC REL 07 - IFB
04/22/24 DOC REL 05 - 85% CD
03/11/24 DOC REL 04 - 50% CD
02/09/24 DOC REL 03 - PRICING
01/22/24 DOC REL 02 - DD
REV DATE DOC REL ## - DESCRIPTION
PROJECT # 2300029
PROJECT MANAGER M. VANWIENEN
DESIGNED BY Designer
DRAWN BY Author
QUALCHECK Checker
SHEET TITLE
DETAILED
GRADING PLAN
GHAFARI ASSOCIATES © 2023
Project Manager
RYAN T. YSSELDYKE, P.E. SHAW WALKER The Surveyor's /
Engineer's liability for any
and all claims, including
but not limited to those
arising out of the
Drawn by Surveyor's / Engineer's
STEVEN A. MORRIS 902 WASHINGTON AVE professional services,
negligence, gross
MUSKEGON, MICHIGAN 220 Hoover Boulevard
HEI Project Number misconduct, warranties or
misrepresentations shall Holland, Michigan 49423-3766
www.hollandengineering.com
C-202
23-11-013 PT. OF THE NE 1/4 , SECT 25, T10N, R17W
CITY OF MUSKEGON, MUSKEGON CO., MI.
be deemed limited to an
amount no greater than
the service fee.
T 616-392-5938 F 616-392-2116
SHEET NUMBER
0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000'
1"=10'-0" 1"=20'-0" 1"=30'-0" 1"=40'-0" 1"=50'-0" 1"=60'-0" 1"=80'-0" 1"=100'-0" 1"=200'-0" 1"=400'-0" 1"=500'-0" 1"=1000'-0"
Page 122 of 156
0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 0 32' 64'
112"=1'-0" 1"=1'-0" 3
4"=1'-0"
1
2"=1'-0"
3
8"=1'-0"
1
4"=1'-0"
3
16"=1'-0"
1
8"=1'-0"
3
32"=1'-0"
1
16"=1'-0"
1
32"=1'-0"
TIE-IN TO EX. SAN. MH 1537 Parkland Properties
CORE (1) 8" HOLE @ ELEV = 585.29± 75 W Walton Ave., Suite A,
VERIFY INVERT & STRUCTURE
CONDITION PRIOR TO CONSTRUCTION
Muskegon, MI 49440
231-722-7001
https://parklandmi.com/
OH
OH
SAN MH #1537
SS
PROP. WATER SERVICE
FOR FIRE PROTECTION
OH
SS
TIE-IN TO EX. WATERMAIN
SS
OH
SS 588
SS OH
OH 588
SS
OH
OH
OH
G
OH
OH
SS
OH ST
SS
OH
OH ST
ST
OH
5
ST
SS
90
W. W
OH
OH
OH
EST ST ST 0' 20' 40' 80'
SS
ERN AVE
OH
+ OH
37 OTTAWA NW
SS
OH
589
N
OH
UE
G
OH
FFE=595.33 SUITE 700
SS
ST
OH
PROPOSED + OH
ST
ST
OH
G SCALE 1" =40'
SS
TOWNHOUSE FFE=593.64 OH
GRAND RAPIDS, MI 49503-2900 USA
SS
OH
PROPOSED OH
OH
ST ST
TEL +1.616.771.0909
(2 UNITS) OH
SS
ST
OH
FDC LOCATION OH
www.ghafari.com
SS
OH ST
OH
SS
OH
ST
PROPOSED
ST
OH
OH OH
EX. FDC OH
SS
ST
ST
OH
FFE=595.00 LOCATION FFE=595.11 + OH OH
OH
8' OH OH OH
SS
OH OH
ST
SS
SS
ST
59
0
591
SS
PROP. 8" SAN INV = 587.15
SS
PROP. 78 LF 8" SDR-26
OH
ST
SS
@ BUILDING SANMH #1537
SS
ST
PVC SAN. SEWER @ 2.0%
59
SS
SAN MH #1536 0
SS
OH
ST
SS
SS
ST
592
SS
SS
OH
ST
SS
SS
PROPOSED
ST
591
FFE=595.00 A
SS
SS
OH
ST
ST
SS
SS
ST
PROP. 4' DIA SAN. MH B PROP. 4' DIA SAN. MH A CONSULTANT INFORMATION
SS
SS
OH
ST
ST
RIM = 594.00 RIM = 595.50
SS
FFE=595.35 +
SS
ST
8" INV NW = 586.85 PROP. 255 LF 6" SDR-26 12" INV E = 587.24
SS
PROP. SANITARY CLEANOUT 2
SS 8" INVSSE = 586.95 593 59 8" INV S = 587.34
OH
PVC SAN. SEWER @ 1.0%
ST
ST
SS SS SS SS
SS
8" INV = 589.98 PROPOSED
SS
ST
FUTURE 8" INV W = 587.34
PROP. 9 LF 8" SDR-26
SS
COURTYARD FFE=595.80
OH
ST
ST
ST
ST
594 PVC SAN. SEWER @ 1.0%
SS
PROP. 20 LF 8" SDR-26
SS
ST
PVC SAN. SEWER @ 1.0% PROP. GREASE INTERCEPTOR
SS
SEE PLUMBING PLANS A
OH
ST
ST
ST
59
SS
PROP. 27 LF 12" SDR-26
3
SS
ST
PVC SAN. SEWER @ 0.40%
SS
OH
PROP. 33 LF 6" SDR-26
ST
ST
ST
SS
G
SS
ST
PVC SAN. SEWER @ 1.0%
PROP. 2 FT HIGH
SS
+
ST
+ SAN MH #2035
ST
ST
405 LF RETAINING WALL
SS
FFE=595.36
SS
ST
FFE=595.43
OH
SS
G
ST
ST
ST
PROP. 195 LF 6" SDR-26
SS
SS
ST
PVC SAN. SEWER @ 1.5%
OH
595
ST
ST
ST
SS
5
59
SS
ST
PROP. 6" SAN INV = 590.45
594
OH
G
591
1
592
590
0
593
592
593
@ BUILDING 59 59
ST
ST
ST
SS
SS
ST
ST
PROPOSED PROP. WATER SERVICE TIE-IN TO EX. SAN. MH 2035
OH
FFE=595.80 FOR FIRE PROTECTION + 596 CORE (1) 12" HOLE @ ELEV = 587.13±
ST
ST
FFE=595.43
PROP. 6" SAN INV = 590.45
SS
ST
ST
TIE-IN TO EX. WATERMAIN SAN MH #2141 VERIFY INVERT & STRUCTURE
G
596
ST
PROPOSED
SS
OH
@ BUILDING
595
PROPOSED CONDITION PRIOR TO CONSTRUCTION
FDC LOCATION
ST
ST
FFE=595.80
SS
ST
ST
SS
OH
EX. FDC FFE=596.15 +
ST
EX. FDC PROP. SANITARY CLEANOUT
ST
LOCATION PROPOSED
G
597
SS
ST
596
SAN MH #4615 LOCATION FFE=597.71 8" INV = 587.43
ST
SS
OH
12
ST
ST
PROP. 167 LF 8" SDR-26
SS
ST
ST
SS
OH
G G G G G G PVC SAN. SEWER @ 2.0%
ST
G
STST
PROPOSED 597
ST
ST
SS
FFE=597.71 REGISTRATION SEAL
597
ST
SS
G
ST
OH
592
OH
ST ST ST
ST
SAN MH #2648
598 STREET
ST
G
ST
SS
ST
OH
SS
ST
FFE=597.70 + 593
G
PROP. SANITARY CLEANOUT
SAN MH #2659 8" INV = 590.68 594
ST
ST
595
OH
ST
OH OH OH OH OH
SS
G
+
G
PROPOSED
ST
ST
OH
FFE=598.08
ST
598
FFE=597.71
SS
DIVISION
OH
ST
ST
ST
OH
PROP. 6" SAN INV = 590.73 ST
G
SS
ST
G
@ BUILDING 596
ST
OH
PROP. 4 LF 6" SDR-26
ST
PROP. 120 LF 8" SDR-26
SS
A PVC SAN. SEWER @ 1.0%
OH
PVC SAN. SEWER @ 2.0%
G
597
ST
OH
ST
G
SS
ST
OH
598
ST
G
OUTDOOR
SS
COURTYARD
ST
PROP. 8" DIA. WATER SERVICE SAN MH #2694 599
OH
G
ST
FOR FIRE PROTECTION
G
OH
TIE-IN TO EX. WATERMAIN 599
SS
599
ST
PROP. SANITARY CLEANOUT
OH
ST
C
ST 8" INV = 593.07
SS
600
G
PROPOSED PROP. 4 LF 6" SDR-26
OH
G
ST
FDC LOCATION PROPOSED PVC SAN. SEWER @ 1.0% 6 00 600
OH
FFE=597.71 601
SS
OH
ST
C
601
602
G
G
WINDOW WELL &
SS
602
OH
ST
OH
ACCESS STAIRS
PROP. 6" SAN INV = 593.11
OH
SEE ARCH. PLANS
OH
SS
OH
@ BUILDING 603
C
G
OH
ST
OH
603
OH
G
SS
ST
OH
G
OH
OH
OH
SS
OH
604
4
60
OH
+ 605
G
+ SAN MH #15002
ST
OH
OH
OH
FFE=597.73 FFE=597.71
SS
OH OH OH
G
OH OH OH OH OH OH OH OH OH OH OH OH
606
OH
ST
OH
OH
SS
G
PROPOSED
ST
SS
FFE=597.71
OH
ST
G
OH SS
ST
SS
FFE=609.68
G
+
OH
ST
OH SS
ST
G
SS
ST
A 06/24/24 DOC REL 09 - ADDENDUM A
06/03/24 DOC REL 07 - IFB
04/22/24 DOC REL 05 - 85% CD
03/11/24 DOC REL 04 - 50% CD
02/09/24 DOC REL 03 - PRICING
01/22/24 DOC REL 02 - DD
REV DATE DOC REL ## - DESCRIPTION
PROJECT # 2300029
PROJECT MANAGER M. VANWIENEN
DESIGNED BY Designer
DRAWN BY Author
QUALCHECK Checker
SHEET TITLE
SITE UTILITY PLAN
GHAFARI ASSOCIATES © 2023
Project Manager
RYAN T. YSSELDYKE, P.E. SHAW WALKER The Surveyor's /
Engineer's liability for any
and all claims, including
but not limited to those
arising out of the
Drawn by Surveyor's / Engineer's
STEVEN A. MORRIS 902 WASHINGTON AVE professional services,
negligence, gross
MUSKEGON, MICHIGAN 220 Hoover Boulevard
HEI Project Number misconduct, warranties or
misrepresentations shall Holland, Michigan 49423-3766
www.hollandengineering.com
C-301
23-11-013 PT. OF THE NE 1/4 , SECT 25, T10N, R17W
CITY OF MUSKEGON, MUSKEGON CO., MI.
be deemed limited to an
amount no greater than
the service fee.
T 616-392-5938 F 616-392-2116
SHEET NUMBER
0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000'
1"=10'-0" 1"=20'-0" 1"=30'-0" 1"=40'-0" 1"=50'-0" 1"=60'-0" 1"=80'-0" 1"=100'-0" 1"=200'-0" 1"=400'-0" 1"=500'-0" 1"=1000'-0"
Page 123 of 156
0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 0 32' 64'
112"=1'-0" 1"=1'-0" 3
4"=1'-0"
1
2"=1'-0"
3
8"=1'-0"
1
4"=1'-0"
3
16"=1'-0"
1
8"=1'-0"
3
32"=1'-0"
1
16"=1'-0"
1
32"=1'-0"
CASTING AS SPECIFIED
8" MAX.
MAX. 1'-6"
24" I.D. PRECAST CONCRETE
ADJUSTING RINGS AS REQ'D
(1 MIN. - 5 MAX.)
A
HANDRAIL
PRECAST CONCRETE
ECCENTRIC CONE Parkland Properties
SECTION W/ TONGUE AND GRADE TO DRAIN SURFACE
GROOVE JOINT
BENCH & FLOW CHANNELS
36" MINIMUM
WATER AWAY FROM THE WALL 75 W Walton Ave., Suite A,
2' MAX.
EJ 1040A CASTING SET OR EQUALLY
APPROVED W/ SOLID COVER SOLVENT WELD TO THREAD Muskegon, MI 49440
ADAPTER W/PLUG (TYP)
APPROVED MANHOLE
STEPS 15" O.C. 24" I.D. PRECAST CONCRETE
ADJUSTING RINGS AS REQ'D
GRADE M.H. LID & FRAME E.J. #1566
OR EQUALLY APPROVED
PAVEMENT SECTION
231-722-7001
(1 MIN. - 5 MAX.)
SETBACK = 1 8" 5
MOVE BLOCKS FORWARD DURING
INSTALLATION TO ENGAGE SHEAR KNOBS
https://parklandmi.com/
PAVEMENT / GRADE
NOTE: CATCH BASINS & YARD EXPOSED WALL (HEIGHT (TYP.)
RETAINED SOIL
DRAINS WITH DEPTH LESS VARIES
THAN 4' FROM TOP OF CASTING PER 6" THICK 3,000 P.S.I. CONCRETE 4' MAX.)
TO INVERT OF STORM PIPE PLAN
PRECAST MANHOLE SECTIONS IN ACCORDANCE ONE LAYER NON-WOVEN
MAY BE CONSTRUCTED WITH 6" MIN. BURY GEOTEXTILE FABRIC
WITH ASTM C478, GASKETS IN ACCORDANCE WITH
CONCENTRIC CONE SECTIONS DEPTH
ASTM C923 WITH BITUMINOUS SEAL COATED POLYMER COATED STEEL STEPS (TYP)
W/OUT STEPS PEA GRAVEL
VARIES
4' DRAINSTONE (AASHTO # 57 OR EQUAL)
EXTERIOR. DRYCAST MANHOLES ARE NOT ALLOWED.
1'-4" TO EXTEND AT LEAST 12" BEHIND BLOCKS 50% TO 65% OF BASE ALIGNED IN DIRECTION OF TRAVEL AND
(TYP.) 1.6" TO 2.4" PERPENDICULAR (OR RADIAL) TO GRADE BREAK
41" DEEP SOLID MIDDLE
STORM SEWER BLOCK (TYP.)
41" DEEP SOLID 1.6" TO 2.4"
PRECAST CONCRETE FLEXIBLE CORE & SEAL BOOT AS 0.2" 24"
MANUFACTURED BY KOR-N-SEAL OR 4' BOTTOM BLOCK
MANHOLE SECTIONS ASTM PROPOSED SANITARY
C-478 W/ TONGUE AND EQUIVALENT FORMED INTEGRAL WITH MANHOLE LATERAL 0.65" MIN
REMOVE TOP HALF OF SEWER LATERAL
GROOVE JOINT SECTIONS (STANDARD) OR NON-SHRINK GROUT 4" DRAIN TILE
FOR PLACEMENT OVER EXISTING PIPE. (OUTLET TO DAYLIGHT) 0.9" TO 1.4" WIDTH OF B.F. RAMP
4"
2' SUMP 8" LEVELING PAD 0.65" MIN
COMPACTED SAND
BACKFILL UNDER (AASHTO #57 OR EQUAL)
NOTE: DOME SECTION DOME SPACING DOME ALIGNMENT
OUTLET PIPE
FOR LAWN AREAS OMIT M.H. LID, FRAME AND COVER. 37 OTTAWA NW
PRECAST CONCRETE MANHOLE BASE
PRECAST CONCRETE
MANHOLE BASE
PROVIDE 4 INCHES MINIMUM COVER OVER PLUG. PLACE
12" OF #4 REBAR NEXT TO RISER PIPE TO AID IN
SUITE 700
4" COMPACTED SAND LOCATING CLEAN OUT. GRAND RAPIDS, MI 49503-2900 USA
4" COMPACTED MDOT
CLASS II SAND COMPACTED SUBGRADE
TEL +1.616.771.0909
www.ghafari.com
COMPACTED SUBGRADE SAMPLING MANHOLE SANITARY LATERAL CLEAN OUT RETAINING WALL BARRIER FREE DETECTABLE WARNING STRIP
D2 D3 D4 D5
CASTING AS SPECIFIED
4' DIA. CATCH BASIN CASTING AS SPECIFIED
D1 1:50 MAX. CROSS
PITCH TYP. LINE OF TOP OF WALK BEYOND 24" I.D. PRECAST CONCRETE
TOOLED CURB JOINT ADJUSTING RINGS AS REQ'D
6" (1 MIN. - 5 MAX.)
4" THICK CONCRETE 24" I.D. PRECAST CONCRETE
A ASPHALT 3" WALK. SEE PLAN VIEW. ADJUSTING RINGS AS REQ'D
(1 MIN. - 5 MAX.)
3"
PITCH IN 2'-0" ASPHALT 6X6 WWF REINFORCING CONSULTANT INFORMATION
PAVEMENT
1'-0" PRECAST CONCRETE ECCENTRIC
6" 4" MIN. COMPACTED SAND BASE CONE SECTION W/ TONGUE AND
PROVIDE CONTROL JOINTS EVERY 10' AND 5 1/2" 18"
EXPANSION JOINTS EVERY 50' (TYP.) 6" GROOVE JOINT
2 #4 BARS CONT.
2"R APPROVED MANHOLE
TOPSOIL SECTIONAL VIEW BARRIER FREE PARKING SIGN SHALL BE
STEPS 15" O.C.
DESIGNED AND SIZED IN ACCORDANCE
6"
APPROVED MANHOLE STEPS 15" O.C.
1 3/8"
1'-6"
WITH CURRENT ADA STANDARDS
14"
2"R
6' 6' MINIMUM 6'
9"
3,500 PSI CONC. CURB AND WALK CONC WALK FLUSH CURB AND WALK PARKING PER
SLOPE UP WITH PAVEMENT SLOPE UP PLAN
4" MIN. COMPACTED PER NOTE: CATCH BASINS & YARD DRAINS WITH
$250 FINE PLAN
6"
SAND CUSHION DEPTH LESS THAN 4' FROM TOP OF
MINIMUM CASTING TO INVERT OF STORM PIPE MAY 2'
NOTE: CATCH BASINS & YARD DRAINS WITH
NOTE: BE CONSTRUCTED WITH CONCENTRIC
DEPTH LESS THAN 4' FROM TOP OF
SEE GRADING PLAN FOR MAINTAIN BOTTOM OF CONCRETE 12" CONE SECTIONS W/OUT STEPS
VAN CASTING TO INVERT OF STORM PIPE MAY 4'
6"
SPOT GRADES AT RAMPS. MIN. BELOW FINISH GRADE ACCESSIBLE BE CONSTRUCTED WITH CONCENTRIC
ELEVATION CONE SECTIONS W/OUT STEPS STORM SEWER
2" SQUARE STEEL TUBE. WELD CAP PLATE
COMPACTED SUBGRADE TO TOP. PRIME WITH ONE COAT PRIMER
24" WIDE DETECTABLE WARNING AND TWO COATS DARK BRONZE ENAMEL PRECAST CONCRETE MANHOLE
STRIP. SEE DETECTABLE WARNING SECTIONS ASTM C-478 W/
HEAVY BROOM FINISH STRIP DETAIL. TONGUE AND GROOVE JOINT
PERPENDICULAR TO TRAVEL PRECAST CONCRETE MANHOLE
SECTIONS ASTM C-478 W/ TONGUE
2' SUMP
PITCH OUT
60" MIN.
AND GROOVE JOINT COMPACTED SAND
(TYPICAL) CROSS PITCH
2'-0" ASPHALT 1:50 MAX. CROSS BACKFILL UNDER
PAVEMENT PITCH OUTLET PIPE
STORM SEWER
PRECAST CONCRETE
1:50 MAXIMUM
PROVIDE CONTROL JOINTS EVERY 10' AND 5 1/2" 18" 1:12 MAX. 1:12 MAX. MANHOLE BASE
EXPANSION JOINTS EVERY 50' (TYP.)
SLOPE SLOPE PRECAST CONC 4" COMPACTED MDOT
2"R MANHOLE BASE CLASS II SAND
TOPSOIL COMPACTED SAND
4" COMPACTED MDOT BACKFILL UNDER
FINISH GRADE
6"
1 3/8"
CLASS II SAND OUTLET PIPE COMPACTED
6' 6' MINIMUM 6' SUBGRADE
14"
2"R TOOLED CURB JOINT CURB AND WALK CONC WALK FLUSH CURB AND WALK
6" HIGH CURB
SLOPE UP TO 6" SLOPE UP TO 6"
6-1/4"
WITH PAVEMENT
3,500 PSI CONC. ABOVE PAVEMENT ABOVE PAVEMENT 30" MINIMUM EMBEDMENT LENGTH COMPACTED SUBGRADE
4" MIN. COMPACTED PLAN
SAND CUSHION
TYPE F BARRIER FREE SIDEWALK RAMP BARRIER FREE PARKING SIGN 4' DIA. STORM MANHOLE 2' DIA. CATCH BASIN
C2 C3 C4 C5 REGISTRATION SEAL
COMPACTED SUBGRADE
NOTES:
· LOCATE CONTROL JOINTS AT 20' MAX SPACING & INTERSECTIONS
· SPACE EXPANSION JOINTS AT 100' MAXIMUM
4000 PSI CONC WITH 6x6 W1.4xW1.4 W.W.F.
· BROOM SWEPT FINISH
SEE PLAN
MDOT F-4 CONC. CURB/GUTTER W/OUT REBAR PROVIDE CONTROL JOINTS EVERY
10' AND EXPANSION JOINTS EVERY
C1 12"
1" RADIUS 50'(TYP)
STANDARD LIGHT BROOM 12" 12"
FINISH TO MATCH
4"
AS NOTED
EXISTING (TYP)
1" TYP
6"
9" TYP
WIDTH
BITUMINOUS BITUMINOUS
NOTES: 6" 1'-3" SURFACE
SURFACE
· W.W.F. SHALL BE CHAIRED UP (OR OTHER APPROVED METHOD) TO ENSURE CONTROL JOINT TYPICAL
X" TOPSOIL MINIMUM W.W.F. IS AT APPROPRIATE DEPTH WITHIN THE CONCRETE SECTION.
MDOT F-4 CONC. CURB/GUTTER W/OUT REBAR ·
·
·
LOCATE CONTROL JOINTS AT 20' MAX SPACING & INTERSECTIONS
SPACE EXPANSION JOINTS AT 100' MAXIMUM
BROOM SWEPT FINISH
10"
4,000 PSI CONC.
5'-0" NOTES:
TOOLED BITUMINOUS
EXTEND GRAVEL SUBBASE 6" LOCATE CONTROL JOINTS AT 8' MAX
CONTROL JOINT PAVEMENT
BEYOND EDGE OF PAVEMENT SPACING
CONC SIDEWALK (PLAN VIEW) 6" MDOT CLASS II SAND 24"
EXPANSION AND CONSTRUCTION SPACE EXPANSION JOINTS 24' COMPACTED
4000 PSI CONC WITH 6x6 PREMOLDED EXPANSION/ ISOLATION
JOINTS INSTALL SEALANT AND MAXIMUM SAND
W2.9xW2.9 W.W.F. STRIP WITH REMOVABLE TOP CAP. FILL
1.5" MDOT 4E1 BACKER ROD INTO JOINT
W/ TRAFFIC SEALANT
BITUMINOUS PAVEMENT BROOM SWEPT FINISH
BITUMINOUS PAVEMENT COMPACTED
4000 PSI CONC WITH 6x6 SUBGRADE
2" MDOT 4E1 W1.4xW1.4 W.W.F. 1/4"
TOPSOIL
BITUMINOUS PAVEMENT 6"
RE-TOOLED CONTROL JOINT 3/8"
1/8"R
X" COMPACTED GRAVEL 6"
8" MDOT 21AA 1 1/3"
AGGREGATE BASE (CIP) 4"
XX" MDOT CLASS II
MIN 12" APPROVED COMPACTED
GRANULAR MATERIAL 4" 4" INTEGRAL WALK AND CURB 24" CONC GUTTER PAN
SUBBASE - CLASS II SAND OR
NATIVE MATERIAL IF SUITABLE
APPROVED COMPACTED B5 B6
SUBBASE - CLASS II SAND OR
NATIVE MATERIAL IF SUITABLE
WWF @ 2" BELOW TOP
APPROVED COMPACTED SUBBASE
ENGINEERED FILL AS REQUIRED.
- CLASS II SAND OR NATIVE
MDOT CLASS II OR CLASS IIA OR COMPACTED SUBGRADE
MATERIAL IF SUITABLE
APPROVED ON-SITE MATERIAL ONLY.
COMPACTED SUBGRADE
*OR APPROVED EQUAL
PARKING LOT BITUMINOUS PAVEMENT SECTION BITUMINOUS VALLEY GUTTER 6" CONCRETE PAVEMENT 4" CONCRETE SIDEWALK
B1 B2 B3 B4
6" REINFORCED CONCRETE 6" REINFORCED CONCRETE
PAVEMENT FOR DUMPSTER PAVEMENT FOR DUMPSTER
& REFUSE TRUCK & REFUSE TRUCK
21'
SEE SITE LAYOUT PLAN, SHEET C-101
20'
21'-1 3/4"
1x6 CEDAR SLATS A 06/24/24 DOC REL 09 - ADDENDUM A
6x6 TREATED POST
06/03/24 DOC REL 07 - IFB
6-3/4" O.D. OUTER
PIP TO PIVOT 04/22/24 DOC REL 05 - 85% CD
6"X6" WOLM. POSTS (TYP) PRESSURE 6"X6" WOLM. POSTS (TYP) PRESSURE 20'-6"
3 7/8" 3 7/8"
TREATED TREATED 03/11/24 DOC REL 04 - 50% CD
10'-3" 10'-3"
9'-8 5/8" 02/09/24 DOC REL 03 - PRICING
5 3/8" 5 3/8"
2"
19'-7 1/4"
2" 01/22/24 DOC REL 02 - DD
1" 1" 9'-8 5/8"
REV DATE DOC REL ## - DESCRIPTION
3/18"
6" CONCRETE PAVEMENT TO 9" 9'-6 5/8" 6" 9'-6 5/8" 5 3/8"
OUTSIDE OF POSTS
5 3/8"
9"
PROJECT # 2300029
5'-6"
6'
14'
PROJECT MANAGER M. VANWIENEN
DESIGNED BY Designer
GUARD POST - 6" DIA x 8'-0" DRAWN BY Author
6'-4 7/8" O.C.
6"
STANDARD STEEL BUMPER
FILLED WITH GROUT (TYP) HASP AND
DOOR PULLS 1x6 CEDAR SLATS QUALCHECK Checker
SMOOTH FACE
CANE BOLT W/ SHEET TITLE
RECIEVER
3'
14" DIAMETER CONCRETE
FOOTING AT POSTS
DECORATIVE FENCE DETAIL
3'-6" 4'-3" O.C. 4'-3" O.C.
A2 GENERAL
1'-3"
1'-3"
6" GRAVEL
6"
DETAILS
GHAFARI ASSOCIATES © 2023
9"
Project Manager
6'-9 1/4" O.C. 6'-9 1/4" O.C.
GATE
RYAN T. YSSELDYKE, P.E. SHAW WALKER The Surveyor's /
Engineer's liability for any
6 3/4"
and all claims, including
48' O.C.
but not limited to those
arising out of the
Drawn by Surveyor's / Engineer's
PLAN VIEW
STEVEN A. MORRIS 902 WASHINGTON AVE professional services,
negligence, gross
DUMPSTER ENCLOSURE MUSKEGON, MICHIGAN 220 Hoover Boulevard
A1
HEI Project Number misconduct, warranties or
misrepresentations shall Holland, Michigan 49423-3766
www.hollandengineering.com
C-501
23-11-013 PT. OF THE NE 1/4 , SECT 25, T10N, R17W
CITY OF MUSKEGON, MUSKEGON CO., MI.
be deemed limited to an
amount no greater than
the service fee.
T 616-392-5938 F 616-392-2116
SHEET NUMBER
0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000'
1"=10'-0" 1"=20'-0" 1"=30'-0" 1"=40'-0" 1"=50'-0" 1"=60'-0" 1"=80'-0" 1"=100'-0" 1"=200'-0" 1"=400'-0" 1"=500'-0" 1"=1000'-0"
Page 124 of 156
0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 0 32' 64'
112"=1'-0" 1"=1'-0" 3
4"=1'-0"
1
2"=1'-0"
3
8"=1'-0"
1
4"=1'-0"
3
16"=1'-0"
1
8"=1'-0"
3
32"=1'-0"
1
16"=1'-0"
1
32"=1'-0"
OH
PROPOSED DECORATIVE FENCE
SEE DET A2 SHT C-501
OH
SS
OH
SS
SS
Parkland Properties
OH
SS
75 W Walton Ave., Suite A,
SS
Muskegon, MI 49440
OH
OH
SS
OH
OH
OH
G
OH
OH
231-722-7001
SS
OH ST
SS
OH
OH ST
OH
ST
0' 20' 40' 80' https://parklandmi.com/
ST
SS
W. WEST
OH
OH
OH
ST ST
SS
ERN AVE
OH
OH
SS
OH
NUE
OH
SCALE 1" =40'
G
OH
ST
SS
OH
PROPOSED + OH
ST
ST
OH
G
SS
FFE=593.64 OH
TOWNHOUSE
SS
OH
OH ST
OH ST
(2 UNITS) OH
SS
ST
OH
OH
SS
OH ST
OH
SS
OH
ST
PROPOSED
ST
OH
OH OH
EX. FDC OH
SS
ST
ST
OH
FFE=595.00 LOCATION FFE=595.11 + OH OH
OH
8' OH OH OH
SS
OH
593
4
3
594
OH
592
ST
59
59
591
SS
SS
ST
1-TUPELO
SS
SS
OH
ST
1-REDBUD
591
SS
592
SS
ST
3-MAPLE
SS
SS
1-IRONWOOD
OH
ST
593
SS
1-REDBUD
SS
ST
3-CRAB 37 OTTAWA NW
SS
SUITE 700
SS
OH
ST
SS
PROPOSED 2-CRAB 59 GRAND RAPIDS, MI 49503-2900 USA
SS
ST
2
FFE=595.00 TEL +1.616.771.0909
SS
SS
OH
ST
ST
SS
www.ghafari.com
SS
ST
SS
SS
OH
ST
ST
1-IRONWOOD
SS
FFE=595.35 +
SS
ST
SS
SS
593
OH
ST
ST
SS SS SS SS SS SS
594
SS
2
SS
ST
PROPOSED 592
59
FUTURE
SS
COURTYARD FFE=595.80
OH
ST
ST
ST
ST
SS
SS
ST
2-HAWTHORN
SS
OH
ST
ST
ST
SS
2-HAWTHORN
SS
ST
593
SS
3-MAPLE
OH
ST
ST
ST
SS
G
SS
ST
SS
+ +
ST
ST
ST
CONSULTANT INFORMATION
59
SS
FFE=595.36
SS
ST
4
FFE=595.43
OH
SS
G
ST
ST
ST
SS
SS
ST
OH
2-HAWTHORN 594 1-REDBUD
ST
ST
ST
SS
SS
ST
2-HAWTHORN
OH
G
ST
ST
ST
SS
SS
ST
ST
PROPOSED
OH
FFE=595.80 +
ST
ST
FFE=595.43 2-CRAB 1-MAPLE 2-HAWTHORN 1-MAPLE 2-CRAB
SS
6
ST
ST
59
595
G
595
ST
SS
594
59
OH
PROPOSED
59
595
595
4
596
59
4
4
1-TUPELO
ST
1-CRAB 1-CRAB
ST
FFE=595.80 595
SS
ST
ST
SS
OH
EX. FDC FFE=596.15 +
ST
EX. FDC
ST
LOCATION PROPOSED
G
SS
ST
LOCATION FFE=597.71
ST
4-LILAC
SS
596
OH
12
1-TUPELO
1
595
59
595
7.6
1-SERVICEBERRY
ST
5
ST
596
59
PROPOSED
SS
ST
3
ST
7.6
SS
OH
G FENCED DOG
59
G G G G G
ST
G
7.0 3T
STST
PROPOSED PARK AREA
59 97.3 5
2
7.0
59 97.4
1B
596
7.0
ST
59
7.0 7T
ST
597
59
59
(30'x80')
SS
FFE=597.71 6
5
5B
596 596 596
ST
596
SS
G
5
ST
OH
OH
ST ST ST ST
ST
DIVISION STREET
ST
G
1-TUPELO
ST
SS
ST
OH
SS
ST
FFE=597.70 +
G
597 597 597 597 597
597
ST
ST
OH
ST
OH OH OH OH OH
SS
G
+
G
PROPOSED
ST
ST
OH
A FFE=598.08
FFE=597.71
ST
2-HAWTHORN 1-REDBUD 2-CRAB 1-REDBUD 2-HAWTHORN
SS
OH
PROPOSED DECORATIVE FENCE 598 598
ST
ST
ST
OH
598 598 598 ST
SEE DET A2 SHT C-501
G
SS
ST
G
PROPOSED SPREADING 598 ST
PROPOSED 4-'-5'
ST
OH
EVERGREEN SHRUBS REGISTRATION SEAL
ST
FLOWERING SHRUBS
SS
-SHADE TOLERANT 1-ALTHEA
OH
-SHADE TOLERANT
G
ST
PROPOSED 6'-7'
OH
599 1-TUPELO
ST
G
FLOWERING SHRUBS 599 599 599
SS
599 599
-SHADE TOLERANT
ST
OH
LAWN
ST
G
OUTDOOR
SS
COURTYARD
ST
600
LAWN
OH
G
1-IRONWOOD
ST
600 600 600 600
G
600
OH
SS
ST
OH
PROPOSED 3'-4'
ST
C
FLOWERING SHRUBS HARDSCAPED ST
601
SS
G
-SHADE TOLERANT ENTRANCE
OH
G
ST
PROPOSED 601 601 601 601 601
OH
FFE=597.71 PROPOSED SCULPTURES
SS
2-CRAB 1-MAPLE 1-MAPLE
OH
2-HAWTHORN 2-CRAB
ST
C
W/ SUBDUED LIGHTING
602
G
G
SS
OH
ST
OH
602
OH
602 602 602 602
OH
SS
OH
1-TUPELO
C
G
OH
ST
1-SERVICEBERRY
OH
OH
G
1-CRAB 1-CRAB 1-IRONWOOD
SS
ST
OH
603 603 603 603 603
60
G
OH
OH
OH
3
SS
OH
OH
+
G
+
ST
OH
OH
OH
FFE=597.73 FFE=597.71
SS
OH OH OH
G
OH OH OH OH OH OH OH OH OH OH OH OH
OH
ST
OH
OH
SS
G
PROPOSED
ST
SS
FFE=597.71
OH
ST
G
OH SS
ST
SS
FFE=609.68
G
+
OH
ST
OH SS
ST
G
SS
ST
OH SS
G
PLANT LIST
KEY SIZE COMMON NAME BOTANICAL NAME MATURE SIZE/COMMENTS PLANTING NOTES:
CANOPY TREES 1. DRIVEWAY ENTRANCE PLANTINGS, SIGN PLANTINGS, BUILDING FOUNDATION PLANTINGS, AND COURTYARD PLANTINGS TO BE DESIGNED BY
OTHERS AT OWNER'S DIRECTION. PLANTINGS AT ENTRNACES AND SIGNAGE SHALL MEET CLEAR VISION REQUIREMENTS.
MAPLE 2-1/2"BB CELEBRATION MAPLE ACER X FREEMANII 'CELZAM' 45'Hx25'S; SEEDLESS; COMPACT; RED & GOLD FALL COLOR
2. ALL TREES AND SHRUBS SHALL BE PLANTED A MINIMUM OF 4' AWAY FROM PAVEMENT. PLANTS SHALL BE PLANTED OUTSIDE FRONT UTILITY
REDBUD 2-1/2"BB REDBUD CERCIS CANADENSIS 30'Hx25'S; HEART-SHAPED LEAVES; GOLDEN-YELLOW FALL COLOR EASEMENT AND AS CLOSE TO EDGE OF DRAINAGE EASEMENTS AS POSSIBLE.
TUPELO 2-1/2"BB TUPELO / BLACK GUM NYSSA SYLVATICA 50'Hx30'S; PYRAMIDAL; ORANGE, RED & GOLD FALL COLOR 3. ALL LAWN AND PLANTING AREAS SHALL BE IRRIGATED WITH UNDERGROUND IRRIGATION IN SUCH WAY TO MAINTAIN VEGETATION IN A HEALTHY
IRONWOOD 2 1/2"BB AMERICAN HOPHORNBEAM OSTRYA VIRGINIANA 30'Hx25'S; SLOW GROWTH; TOLERATES URBAN CONDITIONS; GOLDEN FALL COLOR AND GROWING MANNER.
ORNAMENTAL TREES 4. ALL LANDSCAPE AREAS SHALL BE MAINTAINED BY OWNER. TREES AND OTHER VEGETATION THAT DIE SHALL BE PROMPTLY REPLACED WITH IN
AMELANCHIER 2"BB AUTUMN BRILLIANCE SERVICEBERRYAMELANCHIER X GRANDIFOLIA 'AUTUMN BRILLIANCE'
20'Hx15'S; TREE FORM; WHITE SPRING FLOWERS, RED FRUIT, BRILLIANT FALL COLOR KIND VEGETATION.
2"BB CRUSADER HAWTHORNE CRTAEGUS C. INERMIS 'CRUZAM' 15'Hx12'S; THORNLESS; WHITE FLOWERS, GLOSSY FOLIAGE, ORANGE/PURPLE-RED IN FALL; RED FRUIT 5. CONTRACTOR SHALL PROVIDE SPECIFIED TREES, SHRUBS, GROUND COVERS AND OTHER PLANT MATERIAL THAT COMPLY WITH ALL
HAWTHORN
RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK." PLANT MATERIAL SHALL BE HEALTHY,
CRAB 2"BB AMERICAN SALUTE CRAB MALUS 'AMSALZAM' 18'Hx10'S; ROSE-RED SPRING FLOWERS; MAROON FOLIAGE; DISEASE RESISTANT VIGOROUS STOCK GROWN WITH GOOD HORTICULTURAL PRACTICE AND INSTALLED IN ACCORDANCE WITH METHODS ESTABLISHED BY THE
LILAC 2"BB IVORY SILK LILAC SYRINGA RETICULATA 'IVORY SILK' 20'Hx15'S; CREAMY-WHITE FLOWERS IN JULY; HARDY COMPACT TREE AMERICAN ASSOCIATION OF NURSERYMEN. A 06/24/24 DOC REL 09 - ADDENDUM A
ORNAMENTAL SHRUBS 6. SEED SHALL BE PLACED OVER 6" TOPSOIL IN ALL PROPOSED LAWN AREAS AND ALL AREAS DISTURBED BY CONSTRUCTION EXCEPT AS NOTED ON 06/03/24 DOC REL 07 - IFB
THE PLANS. SOD SHALL BE PLACED IN ALL AREAS AS SHOWN ON THE PLANS OVER 4" TOPSOIL. 04/22/24 DOC REL 05 - 85% CD
ALTHEA 24" CONT. ALTHEA (ROSE-OF-SHARON) HIBUSCUS SYRIACUS 'APHRODITE' 8'Hx6'S; DARK PINK FLOWERS, LATE SUMMER; SUN/SHADE
7. PLANTING SOIL CONSISTING OF 1/3 TOPSOIL, 1/3 PEAT MOSS AND 1/3 SAND SHALL BE PLACED IN ALL GROUND COVER AND FLOWER BEDS. DEPTH 03/11/24 DOC REL 04 - 50% CD
SHALL BE NOT LESS THAN 8". 02/09/24 DOC REL 03 - PRICING
6. FOLLOWING CONSTRUCTION, RESTORE ALL DISTURBED AREAS WITH EARTH CARPET SPARTAN GRADE "A" SEED MIX, UNLESS OTHERWISE NOTED. 01/22/24 DOC REL 02 - DD
LAWN- SPARTAN GRADE A MIX 7. PLANT MATERIAL SUBSTITUTIONS SHALL BE APPROVED BY OWNER & LANDSCAPE ARCHITECT. REV DATE DOC REL ## - DESCRIPTION
SPARTAN GRADE A MIXTURE by Earth Carpet
10% Cannon Kentucky Bluegrass
10% Gold Rush Kentucky Bluegrass
20% Ronde Kentucky Bluegrass PROJECT # 2300029
15% SR5100 Chewings Fescue
25% SR5210 Creeping Red Fescue PROJECT MANAGER M. VANWIENEN
10% SR4500 Perennial Ryegrass
DESIGNED BY Designer
10% Manhattan 4 Perennial Ryegrass
DRAWN BY Author
SEEDING RATE: 5 LBS. PER 1,000 SQUARE FEET.
HYDROSEED ALL AREAS WITH A SLURRY OF SEED, QUALCHECK Checker
PULVERIZED MULCH, FERTILIZER AND WATER.
PLACE IN ALL DISTURBED AREAS NOT LABELED AS SHEET TITLE
DETENTION BASIN SEED MIX
PHASE 1
LANDSCAPE
GHAFARI ASSOCIATES © 2023
Project Manager
RYAN T. YSSELDYKE, P.E. SHAW WALKER The Surveyor's /
Engineer's liability for any
and all claims, including PLANTING
but not limited to those
arising out of the PLAN
Drawn by Surveyor's / Engineer's
SHRUB PLANTING DETAIL TREE PLANTING DETAIL STEVEN A. MORRIS 902 WASHINGTON AVE professional services,
negligence, gross
MUSKEGON, MICHIGAN 220 Hoover Boulevard
HEI Project Number misconduct, warranties or
misrepresentations shall Holland, Michigan 49423-3766
www.hollandengineering.com
L-101
23-11-013 PT. OF THE NE 1/4 , SECT 25, T10N, R17W
CITY OF MUSKEGON, MUSKEGON CO., MI.
be deemed limited to an
amount no greater than
the service fee.
T 616-392-5938 F 616-392-2116
SHEET NUMBER
0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000'
1"=10'-0" 1"=20'-0" 1"=30'-0" 1"=40'-0" 1"=50'-0" 1"=60'-0" 1"=80'-0" 1"=100'-0" 1"=200'-0" 1"=400'-0" 1"=500'-0" 1"=1000'-0"
Page 125 of 156
Page 126 of 156
Agenda Item Review Form
Muskegon City Commission
Commission Meeting Date: July 23, 2024 Title: Request to amend the planned unit
development (PUD) at 3400, 3460, 3474 Wilcox
Avenue, 1875 Waterworks Road, and 1490
Edgewater Street (the Docks).
Submitted by: Mike Franzak, Planning Director Department: Planning
Brief Summary:
The plans have been amended to develop around areas that have been declared as established
wetlands. There will be a total of 240 residential units and a community building with retail/restaurant
space.
Detailed Summary & Background:
The Planning Commission unanimously recommended approval of the amended PUD with the
following conditions:
1. The applicant receives a stormwater permit from the Engineering Department.
2. All utility plans are reviewed and approved by the Engineering Department
3. Lane widths of streets are reduced to 9 or 10 feet subject to the Engineering Department.
4. Bulb outs are eliminated on road A.
5. Road C will be connected back to road B.
6. The parking lot to the southern marina parking lot will be revised as discussed.
7. Landscaping areas inside of parking areas and streets will be privately maintained.
8. A public/private street map will be provided and describe the ownership as discussed with all
publicly-owned roadways being publicly accessible.
9. A landscaping plan is approved by the Planning Department.
Conditions 4, 5, and 6 have been addressed and reflected on the revised plans in the packet.
Goal/Focus Area/Action Item Addressed:
Key Focus Areas:
Goal/Action Item:
2027 Goal 2: Economic Development Housing and Business
Amount Requested: Budgeted Item:
N/A Yes No N/A X
Fund(s) or Account(s): Budget Amendment Needed:
N/A
Page 127 of 156
Yes No N/A X
Recommended Motion:
To approve the request to amend the PUD with the following conditions:
1. The applicant receives a stormwater permit from the Engineering Department.
2. All utility plans are reviewed and approved by the Engineering Department
3. Lane widths of streets are reduced to 9 or 10 feet subject to the Engineering Department.
4. Landscaping areas inside of parking areas and streets will be privately maintained.
5. A public/private street map will be provided and describe the ownership as discussed with all
publicly-owned roadways being publicly accessible.
6. A landscaping plan is approved by the Planning Department.
Approvals: Guest(s) Invited / Presenting:
Immediate Division X
Head Yes
Information
Technology
Other Division Heads X
Communication
Legal Review
Page 128 of 156
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Tuesday, July-16-2024 at 3:41pm O:\2306100GR The Docks Muskegon\Drawings - 2306100GR\Civil\03-Production Sheets\_PUD Drawings\100C-2-SLP-00.dwg tboze
SA
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THE LOCATION AND ANY DISCREPANCYBETWEEN THE PLANS
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SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.
PARADIGMDESIGN
ARCHITECTS | ENGINEERS
SA
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415 Leonard Street NW, Suite 200
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Tuesday, July-16-2024 at 3:41pm O:\2306100GR The Docks Muskegon\Drawings - 2306100GR\Civil\03-Production Sheets\_PUD Drawings\100C-4-UTP-00.dwg tboze
SA
TR
W
RELEASE DATE
DATE DESCRIPTION
SAND
B EX.
05-23-19 FINAL PUD SUBMITTAL
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CENTERLINE {NAME OF ROAD} CENTERLINE {NAME OF ROAD}
PROPOSED RIGHT OF WAY LINE
PROPOSED RIGHT OF WAY LINE
PROPOSED UTILITY EASEMENT
PROPOSED UTILITY EASEMENT
PROPOSED RIGHT OF WAY LINE
PROPOSED RIGHT OF WAY LINE
PROPOSED UTILITY EASEMENT
PROPOSED UTILITY EASEMENT
10' 48' ROW 10' 36' ROW
10' 10'
PARADIGMDESIGN
ARCHITECTS | ENGINEERS
13' PAVEMENT 13' PAVEMENT 415 Leonard Street NW, Suite 200
Grand Rapids, MI 49504
1' 5' 5' 2' 11' TRAFFIC LANE 11' TRAFFIC LANE 2' 5' 5' 1' 5' 2' 11' TRAFFIC LANE 11' TRAFFIC LANE 2' 5' (616) 785-5656
2' 3' 2' 3' 5E-2
5E-1 PLAN GRADE & Grand Rapids | Phoenix | Traverse City
PLAN GRADE & www.paradigmae.com
4E-1 CROWN POINT 4E-2
CROWN POINT
2.0% 2.0% GRADE 2.0% GRADE 2.0% 2.0% GRADE 2.0% GRADE
T.
AGGREGATE BASE, x INCH RE
EN
TU
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CU
ROLLED CURB (RESIDENTIAL) SUBBASE, CIP, 12 INCH NA
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DO
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PROPOSED TYPICAL SECTION - PRIMARY STREET
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PUBLIC ROADWAY A, B, C, D, E, H PUBLIC ROADWAY G
N
NOT TO SCALE
NOT TO SCALE
PROJECT
CENTERLINE {NAME OF ROAD}
PROPOSED RIGHT OF WAY LINE
PROPOSED RIGHT OF WAY LINE
PROPOSED UTILITY EASEMENT
PROPOSED UTILITY EASEMENT
10' 53' ROW 10'
R6"
CONCRETE OR
ASPHALT PAVING 1-1/4"
24' 31' APPROX. 3400 WILCOX AVE,
MUSKEGON, MI 49440
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11' PAVEMENT 18' PAVEMENT ADDRESS 3
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1' 5' 5' 2' 11' TRAFFIC LANE 11' TRAFFIC LANE 7' PARKING 2' 5' 5' 1'
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2.0% 2.0% GRADE 2.0% GRADE 2.0% NOTES 1) CONTRACTION JOINTS SHALL BE PLACED EVERY 10 FT. PROPERTIES, LLC
2) EXPANSION JOINTS SHALL BE PLACED AT 350 FT. MIN.
AND AT ALL RADIUS POINTS.
3) CONCRETE SHALL CONFORM TO M.D.O.T. SPEC. 802.
ROLLED CURB (RESIDENTIAL)
AGGREGATE BASE, x INCH
SUBBASE, CIP, 12 INCH
SIDEWALK, CONC, 4 INCH 24" MOUNTABLE
WATER SEWER
SUBBASE, CIP, 4 INCH
CONCRETE CURB & GUTTER
# NOT TO SCALE
PROPOSED TYPICAL SECTION - PRIMARY STREET WITH PARKING
SECTION APPLIES TO:
PUBLIC ROADWAY A, C, E, F, H
NOT TO SCALE
(231) 722-6691
560 MART ST.
Tuesday, July-16-2024 at 3:41pm O:\2306100GR The Docks Muskegon\Drawings - 2306100GR\Civil\03-Production Sheets\_PUD Drawings\100C-7-ROW-SEC-00.dwg tboze
MUSKEGON, MI 49440
RELEASE DATE
DATE DESCRIPTION
CENTERLINE {NAME OF ROAD} CENTERLINE {NAME OF ROAD} 05-23-19 FINAL PUD SUBMITTAL
05-21-20 AMENDED PUD
PROPOSED RIGHT OF WAY LINE
PROPOSED RIGHT OF WAY LINE
PROPOSED UTILITY EASEMENT
PROPOSED UTILITY EASEMENT
10' ROW VARIES 10'
SUBMITTAL
06-13-24 AMENDED PUD
PRIVATE ACCESS EASEMENT SUBMITTAL
27' 27' 07-16-24 REV PER CITY
COMMENTS
5' PAVEMENT WIDTH VARIES 5'
1' 5' 5' 2' 12' TRAFFIC LANE 2' VARIES VARIES 2' 12' TRAFFIC LANE 2' 5' 5' 1'
3' 2' PLAN GRADE &
5E-1 INVERTED CROWN 5E-2
PLAN GRADE 4E-1 POINT 4E-2
2.0% 2.0% GRADE 2.0% GRADE 2.0% 2.0% GRADE 2.0% GRADE
ROLLED CURB (RESIDENTIAL) SIDEWALK, CONC, 4 INCH AGGREGATE BASE, x INCH
AGGREGATE BASE, x INCH SUBBASE, CIP, 4 INCH
NOT FOR
SUBBASE, CIP, 12 INCH
GRASSCRETE EMERGENCY ACCESS
SUBBASE, CIP, 12 INCH CONSTRUCTION
PROJECT
PROPOSED TYPICAL SECTION - BOULEVARD PROPOSED TYPICAL SECTION - PRIVATE ALLEY
SECTION APPLIES TO:
PUBLIC ROADWAY E
2306100GR
NOT TO SCALE NOT TO SCALE SHEET
TYPICAL SECTIONS
C-700
Page 132 of 156
ONL
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N
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
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SAN
SAN
MEASURESTO PROTECTTHE UTILITY LINES SHOWN ON THESE
FIG-1 DRAWINGS. THE CONTRACTORFURTHERASSUMESALL LIABILITY
AND RESPONSIBILITYFOR THE UTILITY PIPES, CONDUITS OR
STRUCTURESSHOWNOR NOT SHOWNON THESEDRAWINGS.THE
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A
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SA
N CONTRACTORSHALLPOTHOLEALL EXISTINGUTILITIESTO VERIFY
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L. 1633, PG. 414
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N
SA
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Page 133 of 156
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TR
W
RELEASE DATE
DATE DESCRIPTION
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D DRIVE
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15.0' 0 100' 200'
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Page 136 of 156
Lot Size Set Back
Private Road -
Lot/Unit # Building# Description Waterfront Dock Garage Width Depth Total Alley Side Back Side Phase
1 Cottages - Pocket Neighborhood NO NO NO 60 55 3,300 10 10 10 10 3
2 Cottages - Pocket Neighborhood NO NO NO 60 55 3,300 N/A 5 10 5 3
3 Cottages - Pocket Neighborhood NO NO NO 55 50 2,750 N/A 5 10 5 3
4 Cottages - Pocket Neighborhood NO NO NO 55 50 2,750 10 5 10 5 3
5 Cottages - Pocket Neighborhood NO NO NO 55 50 2,750 N/A 5 10 5 3
6 Cottages - Pocket Neighborhood NO NO NO 55 50 2,750 10 5 10 5 3
7 Cottages - Pocket Neighborhood NO NO NO 55 50 2,750 N/A 5 10 5 3
8 Cottages - Pocket Neighborhood NO NO NO 55 50 2,750 10 5 10 5 3
9 Cottages - Pocket Neighborhood NO NO NO 55 50 2,750 10 5 10 5 3
10 Cottages - Pocket Neighborhood NO NO NO 40 60 2,400 10 5 10 8 3
11 Cottages - Pocket Neighborhood NO NO NO 40 60 2,400 10 5 10 8 3
12 3 story, narrow houses NO NO Alley 40 50 2,000 0 5 10 5 3
13 3 story, narrow houses NO NO Alley 40 50 2,000 0 5 10 5 3
14 3 story, narrow houses NO NO Alley 40 50 2,000 0 5 10 5 3
15 3 story, narrow houses NO NO Alley 40 50 2,000 0 5 10 5 3
16 3 story, narrow houses NO NO Alley 40 50 2,000 0 5 10 5 3
17 3 story, narrow houses NO NO Alley 40 50 2,000 0 5 10 5 3
18 3 story, narrow houses NO NO Alley 40 50 2,000 0 5 10 5 3
19 3 story, narrow houses NO NO Alley 40 50 2,000 0 5 10 5 3
20 Nantucket style boardwalk cottage YES NO NO 35 38 1,330 8 5 0 5 1
21 Nantucket style boardwalk cottage YES NO NO 35 38 1,330 8 5 0 5 1
22 Nantucket style boardwalk cottage YES NO NO 35 38 1,330 8 5 0 5 1
23 Nantucket style boardwalk cottage YES NO NO 35 38 1,330 8 5 0 5 1
24 Nantucket style boardwalk cottage YES NO NO 35 38 1,330 8 5 0 5 1
25 Nantucket style boardwalk cottage YES NO NO 35 38 1,330 8 5 0 5 1
26 Nantucket style boardwalk cottage YES NO NO 35 38 1,330 8 5 0 5 1
27 Nantucket style boardwalk cottage YES NO NO 35 38 1,330 8 5 0 5 1
28 Nantucket style boardwalk cottage YES NO NO 35 38 1,330 8 5 0 5 1
29 Nantucket style boardwalk cottage YES NO NO 35 38 1,330 8 5 0 5 1
30 Nantucket style boardwalk cottage YES NO NO 35 38 1,330 8 5 0 5 1
31 Nantucket style boardwalk cottage YES NO NO 35 38 1,330 8 5 0 5 1
32 Homes with walk out and or partial split on gr YES NO Front - recessed 53 115 6,095 10 10 30 0 1
33 Homes with walk out and or partial split on gr YES NO Front - recessed 53 115 6,095 10 10 30 0 1
34 Homes with walk out and or partial split on gr YES NO Front - recessed 53 115 6,095 10 10 30 0 1
35 Homes with walk out and or partial split on gr YES NO Front - recessed 53 115 6,095 10 10 30 0 1
36 Homes with walk out and or partial split on gr YES NO Front - recessed 53 115 6,095 10 10 30 0 1
37 Homes with walk out and or partial split on gr YES NO Front - recessed 53 115 6,095 10 10 30 0 1
38 Homes with walk out and or partial split on gr YES NO Front - recessed 53 115 6,095 10 10 30 0 1
Page 137 of 156
Lot Size Set Back
Private Road -
Lot/Unit # Building# Description Waterfront Dock Garage Width Depth Total Alley Side Back Side Phase
39 Homes with walk out and or partial split on gr YES NO Front - recessed 53 115 6,095 10 10 30 0 1
40 Homes with walk out and or partial split on gr YES NO Front - recessed 53 115 6,095 10 10 30 0 1
41 Homes with walk out and or partial split on gr YES NO Front - recessed 53 115 6,095 10 10 30 0 1
42 Homes with walk out and or partial split on gr YES NO Front - recessed 53 115 6,095 10 10 30 0 1
43 Homes with walk out and or partial split on gr YES NO Front - recessed 53 115 6,095 10 10 30 0 1
44 Homes with walk out and or partial split on gr YES NO Front - recessed 53 115 6,095 10 10 30 0 1
45 Homes with walk out and or partial split on gr YES NO Front - recessed 53 115 6,095 10 10 30 0 1
46 Front porches overlooking marina YES NO Side 44 100 4,400 10 8 20 8 1
47 Front porches overlooking marina YES NO Rear Alley 44 100 4,400 10 8 20 8 1
48 Front porches overlooking marina YES NO Rear Alley 44 100 4,400 10 8 20 8 1
49 Front porches overlooking marina YES NO Rear Alley 44 100 4,400 10 8 20 8 1
50 Front porches overlooking marina YES NO Rear Alley 44 100 4,400 10 8 20 8 1
51 Front porches overlooking marina YES NO Rear Alley 44 100 4,400 10 8 20 8 1
52 Front porches overlooking marina YES NO Rear Alley 44 100 4,400 10 8 20 8 1
53 Front porches overlooking marina YES NO Rear Alley 44 100 4,400 10 8 20 8 1
54 Front porches overlooking marina YES NO Rear Alley 44 100 4,400 10 8 20 8 1
55 Front porches overlooking marina YES NO Rear Alley 44 100 4,400 10 8 20 8 1
56 Marina Views YES NO Rear Alley 45 100 4,500 20 8 20 8 1
57 Marina Views YES NO Rear Alley 45 100 4,500 20 8 20 8 1
58 Muskegon Lake Lots YES NO Front 50 130 6,500 20 8 30 8 1
59 Muskegon Lake Lots YES NO Front 50 130 6,500 20 8 30 8 1
60 Muskegon Lake Lots YES NO Front 50 130 6,500 20 8 30 8 1
61 Muskegon Lake Lots YES NO Front 50 130 6,500 20 8 30 8 1
62 Muskegon Lake Lots YES NO Front 50 130 6,500 20 8 30 8 1
63 Muskegon Lake Lots YES NO Front 50 130 6,500 20 8 30 8 1
64 Muskegon Lake Lots YES NO Front 50 130 6,500 20 8 30 8 1
65 Muskegon Lake Lots YES NO Front 50 130 6,500 20 8 30 8 1
66 Muskegon Lake Lots YES NO Front 50 130 6,500 20 8 30 8 1
67 Muskegon Lake Views NO NO Front 60 110 6,600 20 10 20 10 2
68 Muskegon Lake Views NO NO Front 60 100 6,000 20 10 20 10 2
69 Muskegon Lake Views NO NO Front 60 105 6,300 20 10 20 10 2
70 Muskegon Lake Views NO NO Front 60 110 6,600 20 10 20 10 2
71 Elevated lot overlooking wetland/marina NO NO Rear Alley 40 65 2,600 1 12 10 0 2
72 Elevated lot overlooking wetland/marina NO NO Rear Alley 40 65 2,600 1 12 10 0 2
73 Elevated lot overlooking wetland/marina NO NO Rear Alley 40 65 2,600 1 12 10 0 2
74 Elevated lot overlooking wetland/marina NO NO Rear Alley 40 65 2,600 1 12 10 0 2
75 Elevated lot overlooking wetland/marina NO NO Rear Alley 40 65 2,600 1 12 10 0 2
76 Elevated lot overlooking wetland/marina NO NO Rear Alley 40 65 2,600 1 12 10 0 2
Page 138 of 156
Lot Size Set Back
Private Road -
Lot/Unit # Building# Description Waterfront Dock Garage Width Depth Total Alley Side Back Side Phase
77 Front porches on boardwalk to marina NO NO Rear Alley 40 90 3,600 1 12 15 0 2
78 Front porches on boardwalk to marina NO NO Rear Alley 40 90 3,600 1 12 15 0 2
79 Front porches on boardwalk to marina NO NO Rear Alley 40 90 3,600 1 12 15 0 2
80 Front porches on boardwalk to marina NO NO Rear Alley 40 90 3,600 1 12 15 0 2
81 Front porches on boardwalk to marina NO NO Rear Alley 40 90 3,600 1 12 15 0 2
82 Front porches on boardwalk to marina NO NO Rear Alley 40 90 3,600 1 12 15 0 2
83 Front porches on boardwalk to marina NO NO Rear Alley 40 90 3,600 1 12 15 0 2
84 Front porches on boardwalk to marina NO NO Rear Alley 40 90 3,600 1 12 15 0 2
85 Front porches on boardwalk to marina NO NO Rear Alley 40 90 3,600 1 12 15 0 2
86 Front porches on boardwalk to marina NO NO Rear Alley 40 90 3,600 1 12 15 0 2
87 Front porches on boardwalk to marina NO NO Rear Alley 40 90 3,600 1 12 15 0 2
88 Front porches on boardwalk to marina NO NO Rear Alley 40 90 3,600 1 12 15 0 2
89 Front porches on boardwalk to marina NO NO Rear Alley 40 90 3,600 1 12 15 0 2
90 Front porches on boardwalk to marina NO NO Rear Alley 40 90 3,600 1 12 15 0 2
91 Front porches on boardwalk to marina NO NO Rear Alley 40 90 3,600 1 12 15 0 2
92 Front porches on boardwalk to marina NO NO Rear Alley 40 90 3,600 1 12 15 0 2
93 Front porches on boardwalk to marina NO NO Rear Alley 40 90 3,600 1 12 15 0 2
94 Front porches on boardwalk to marina NO NO Rear Alley 40 90 3,600 1 12 15 0 2
95 Front porches on boardwalk to marina NO NO Rear Alley 40 90 3,600 1 12 15 0 2
96 Front porches on boardwalk to marina NO NO Rear Alley 53 90 4,770 1 12 15 0 2
97 Front porches on boardwalk to marina NO NO Rear Alley 40 78 3,120 1 12 15 0 2
98 Front porches on boardwalk to marina NO NO Rear Alley 40 78 3,120 1 12 15 0 2
99 Front porches on boardwalk to marina NO NO Rear Alley 40 78 3,120 1 12 15 0 2
100 Boat House Lot YES YES Side 120 110 13,200 10 15 0 15 2
101 Marina front lots YES YES Front 120 73 8,760 10 15 30 15 2
102 Marina front lots YES YES Front 40 105 4,200 10 5 30 5 2
103 Marina front lots YES YES Front 40 110 4,400 10 5 30 5 2
104 Marina front lots YES YES Front 40 115 4,600 10 5 30 5 2
105 Marina front lots YES YES Front 40 120 4,800 10 5 30 5 2
106 Marina front lots YES YES Front 40 125 5,000 10 5 30 5 2
107 Marina front lots YES YES Front 40 125 5,000 10 5 30 5 2
108 Marina front lots YES YES Front 40 120 4,800 10 5 30 5 2
109 Marina front lots YES YES Front 40 115 4,600 10 5 30 5 2
110 Marina front lots YES YES Front 40 115 4,600 10 5 30 5 2
111 Overlooking open space NO NO Side 40 90 3,600 10 5 0 5 2
112 Boat House Lot YES YES YES 40 90 3,600 10 0 0 5 2
113 Boat House Lot YES YES YES 40 90 3,600 10 0 0 5 2
114 Boat House Lot YES YES YES 40 90 3,600 10 0 0 5 2
Page 139 of 156
Lot Size Set Back
Private Road -
Lot/Unit # Building# Description Waterfront Dock Garage Width Depth Total Alley Side Back Side Phase
115 Boat House Lot YES YES YES 40 90 3,600 10 0 0 5 2
116 Boat House Lot YES YES YES 40 90 3,600 10 0 0 5 2
117 Boat House Lot YES YES YES 40 90 3,600 10 0 0 5 2
118 Boat House Lot YES YES YES 40 90 3,600 10 0 0 5 2
119 Boat House Lot YES YES YES 40 90 3,600 10 0 0 5 2
120 Boat House Lot YES YES YES 40 90 3,600 10 0 0 5 2
121 Boat House Lot YES YES YES 40 90 3,600 10 0 0 5 2
122 Boat House Lot YES YES YES 40 90 3,600 10 0 0 5 2
123 Boat House Lot YES YES YES 40 90 3,600 10 0 0 5 2
124 Corner Lots NO NO Rear Alley 85 35 2,975 1 5 10 5 2
125 Corner Lots NO NO Rear Alley 85 35 2,975 1 5 10 5 2
126 A Townhomes NO NO Rear Alley 3
127 A Townhomes NO NO Rear Alley 3
128 A Townhomes NO NO Rear Alley 3
129 A Townhomes NO NO Rear Alley 3
130 B Townhomes NO NO Rear Alley 3
131 B Townhomes NO NO Rear Alley 3
132 B Townhomes NO NO Rear Alley 3
133 B Townhomes NO NO Rear Alley 3
134 B Townhomes NO NO Rear Alley 3
135 B Townhomes NO NO Rear Alley 3
136 B Townhomes NO NO Rear Alley 3
137 C Townhomes NO NO Rear Alley 3
138 C Townhomes NO NO Rear Alley 3
139 C Townhomes NO NO Rear Alley 3
140 C Townhomes NO NO Rear Alley 3
141 C Townhomes NO NO Rear Alley 3
142 D Townhomes NO NO Rear Alley 2
143 D Townhomes NO NO Rear Alley 2
144 D Townhomes NO NO Rear Alley 2
145 D Townhomes NO NO Rear Alley 2
146 E Townhomes NO NO Rear Alley 2
147 E Townhomes NO NO Rear Alley 2
148 F Townhomes NO NO Rear Alley 2
149 F Townhomes NO NO Rear Alley 2
150 F Townhomes NO NO Rear Alley 2
151 F Townhomes NO NO Rear Alley 2
152 G Townhomes NO NO Rear Alley 2
Page 140 of 156
Lot Size Set Back
Private Road -
Lot/Unit # Building# Description Waterfront Dock Garage Width Depth Total Alley Side Back Side Phase
153 G Townhomes NO NO Rear Alley 2
154 G Townhomes NO NO Rear Alley 2
155 G Townhomes NO NO Rear Alley 2
156 G Townhomes NO NO Rear Alley 2
157 H Townhomes NO NO Rear Alley 2
158 H Townhomes NO NO Rear Alley 2
159 H Townhomes NO NO Rear Alley 2
160 H Townhomes NO NO Rear Alley 2
161 H Townhomes NO NO Rear Alley 2
162 I Townhomes NO NO Rear Alley 2
163 I Townhomes NO NO Rear Alley 2
164 I Townhomes NO NO Rear Alley 2
165 I Townhomes NO NO Rear Alley 2
166 I Townhomes NO NO Rear Alley 2
167 J Row House Lofts NO NO Rear Alley 2
168 J Row House Lofts NO NO Rear Alley 2
169 J Row House Lofts NO NO Rear Alley 2
170 J Row House Lofts NO NO Rear Alley 2
171 J Row House Lofts NO NO Rear Alley 2
172 J Row House Lofts NO NO Rear Alley 2
173 K Row House Lofts NO NO Rear Alley 2
174 K Row House Lofts NO NO Rear Alley 2
175 K Row House Lofts NO NO Rear Alley 2
176 K Row House Lofts NO NO Rear Alley 2
177 K Row House Lofts NO NO Rear Alley 2
178 K Row House Lofts NO NO Rear Alley 2
179 L Townhomes NO NO Road 2
180 L Townhomes NO NO Road 2
181 L Townhomes NO NO Road 2
182 L Townhomes NO NO Road 2
183 L Townhomes NO NO Road 2
184 L Townhomes NO NO Road 2
185 L Townhomes NO NO Road 2
186 L Townhomes NO NO Road 2
187 M Townhomes NO NO Road 2
188 M Townhomes NO NO Road 2
189 M Townhomes NO NO Road 2
190 M Townhomes NO NO Road 2
Page 141 of 156
Lot Size Set Back
Private Road -
Lot/Unit # Building# Description Waterfront Dock Garage Width Depth Total Alley Side Back Side Phase
191 M Townhomes NO NO Road 2
192 M Townhomes NO NO Road 2
193 M Townhomes NO NO Road 2
194 M Townhomes NO NO Road 2
195 N Townhomes NO NO Rear Alley 2
196 N Townhomes NO NO Rear Alley 2
197 N Townhomes NO NO Rear Alley 2
198 N Townhomes NO NO Rear Alley 2
199 N Townhomes NO NO Rear Alley 2
200 N Townhomes NO NO Rear Alley 2
201 AA 2-3 Story Condo NO NO NO 2
202 AA 2-3 Story Condo NO NO NO 2
203 AA 2-3 Story Condo NO NO NO 2
204 AA 2-3 Story Condo NO NO NO 2
205 AA 2-3 Story Condo NO NO NO 2
206 AA 2-3 Story Condo NO NO NO 2
207 AA 2-3 Story Condo NO NO NO 2
208 AA 2-3 Story Condo NO NO NO 2
209 AA 2-3 Story Condo NO NO NO 2
210 AA 2-3 Story Condo NO NO YES 2
211 AA 2-3 Story Condo NO NO YES 2
212 AA 2-3 Story Condo NO NO YES 2
213 AA 2-3 Story Condo NO NO YES 2
214 AA 2-3 Story Condo NO NO YES 2
215 AA 2-3 Story Condo NO NO YES 2
216 AA 2-3 Story Condo NO NO YES 2
217 AA 2-3 Story Condo NO NO YES 2
218 AA 2-3 Story Condo NO NO YES 2
219 BB 2-3 Story Condo NO NO NO 1
220 BB 2-3 Story Condo NO NO NO 1
221 BB 2-3 Story Condo NO NO NO 1
222 BB 2-3 Story Condo NO NO NO 1
223 BB 2-3 Story Condo NO NO NO 1
224 BB 2-3 Story Condo NO NO NO 1
225 BB 2-3 Story Condo NO NO NO 1
226 BB 2-3 Story Condo NO NO NO 1
227 BB 2-3 Story Condo NO NO YES 1
228 BB 2-3 Story Condo NO NO YES 1
Page 142 of 156
Lot Size Set Back
Private Road -
Lot/Unit # Building# Description Waterfront Dock Garage Width Depth Total Alley Side Back Side Phase
229 BB 2-3 Story Condo NO NO YES 1
230 BB 2-3 Story Condo NO NO YES 1
231 BB 2-3 Story Condo NO NO YES 1
232 BB 2-3 Story Condo NO NO YES 1
233 BB 2-3 Story Condo NO NO YES 1
234 CC 2-3 Story Condo YES NO NO 2
235 CC 2-3 Story Condo YES NO NO 2
236 CC 2-3 Story Condo YES NO NO 2
237 CC 2-3 Story Condo YES NO NO 2
238 CC 2-3 Story Condo YES NO NO 2
239 CC 2-3 Story Condo YES NO NO 2
240 CC 2-3 Story Condo YES NO NO 2
241 CC 2-3 Story Condo YES NO NO 2
242 CC 2-3 Story Condo YES NO NO 2
NOTE: Setbacks are measured from the main body of the house. Eves and chimneys are not included I the stated setbacks.
Any Zero Set Back side yards include eves and will have maintenanc easement from neighboring lot
Page 143 of 156
ZONING ORDINANCE EXCERPT
Staff Report
July 11, 2024
Hearing, Case 2024-15: Request to amend the planned unit development (PUD) at 3400,3460, 3474
Wilcox Avenue, 1875 Waterworks Road, and 1490 Edgewater Street (the Docks).
SUMMARY
1. The original PUD was approved in June of 2019 and was amended in June of 2020. The
amendment was to relocate the boat basin, the addition of six housing units and an additional
street connection to Edgewater St via Manhattan Ave.
2. The applicant has spent the past few years working with the Michigan Department of
Environment, Great Lakes, and Energy (EGLE) to determine where the established wetlands are
located on site. EGLE has determined that more of the property is considered an established
wetland than previously thought. The applicant is proposing this revised PUD to avoid
developing on these wetlands.
3. Please see the attached site plan packet that includes all of the relevant development information
and changes from the previously approved PUD.
4. Please see the attached “Lot Descriptions and Setbacks” document, which describes the
buildings shown on the site plan. The site plan depicts units 124 and 125, but does not label
them. They are located just east of units 93-96.
5. The underlying zoning of the property is R-1, Low-Density Single-Family Residential.
According to the zoning ordinance, “Where a cluster development abuts a body of water, at least
50% of the shoreline, as well as reasonable access to it, shall be a part of the common open space
land.” This proposed PUD increases the waterfront public access from 51% in the last PUD to
85% in this amendment.
6. There are 85 public parking spaces located in front of the multi-family buildings, near the
common area. Residential parking for the multi-family housing will be located behind the
buildings.
7. The fire access road to Harbour Towne has remained on the plan.
8. Please see the “Marina vs Private Docks” attachment. Dock locations on the site plan are just for
reference.
9. Notice was sent to all properties within 300 feet of the subject property. At the time of this writing,
staff had not received any comments from the public.
STAFF RECOMMENDATION
Staff recommends approval of PUD amendment with the condition that the stormwater permit be obtained
from the Engineering Department. Staff may have more recommendations at the meeting.
DELIBERATION
The following proposed motion is offered for consideration:
I move that the request to amend the planned unit development (PUD) at 3400,3460, 3474 Wilcox Avenue,
1875 Waterworks Road, and 1490 Edgewater Street be recommended to the City Commission for approval
with the following conditions:
1. The applicant receives a stormwater permit from the Engineering Department.
Page 144 of 156
CITY OF MUSKEGON
MUSKEGON COUNTY, MICHIGAN
ORDINANCE NO.________
An ordinance to adopt the final planned unit development at 3400,3460, 3474 Wilcox Avenue, 1875
Waterworks Road, and 1490 Edgewater Street
THE CITY COMMISSION OF THE CITY OF MUSKEGON HEREBY ORDAINS:
The planned unit development is hereby adopted.
This ordinance adopted:
Ayes:
Nayes:
Adoption Date:
Effective Date:
First Reading:
Second Reading:
CITY OF MUSKEGON
By: __________________________
Ann Meisch, MMC
City Clerk
Page 145 of 156
CERTIFICATE
(Planned Unit Development at 3400,3460, 3474 Wilcox Avenue, 1875 Waterworks Road, and 1490 Edgewater
Street)
The undersigned, being the duly qualified clerk of the City of Muskegon, Muskegon County, Michigan, does
hereby certify that the foregoing is a true and complete copy of an ordinance adopted by the City Commission
of the City of Muskegon, at a regular meeting of the City Commission on the 23rd day of July, at which
meeting a quorum was present and remained throughout, and that the original of said ordinance is on file in the
records of the City of Muskegon. I further certify that the meeting was conducted and public notice was given
pursuant to and in full compliance with the Michigan Zoning Enabling Act, Public Acts of Michigan No. 33 of
2006, and that minutes were kept and will be or have been made available as required thereby.
DATED: ___________________, 2024 ________________________________
Ann Meisch, MMC
Clerk, City of Muskegon
Publish Notice of Adoption to be published once within ten (10) days of final adoption.
Page 146 of 156
CITY OF MUSKEGON
NOTICE OF ADOPTION
Please take notice that on July 23, 2024, the City Commission of the City of Muskegon adopted an ordinance
adopting the planned unit development at 3400,3460, 3474 Wilcox Avenue, 1875 Waterworks Road, and 1490
Edgewater Street.
Copies of the ordinance may be viewed and purchased at reasonable cost at the Office of the City Clerk in the
City Hall, 933 Terrace Street, Muskegon, Michigan, during regular business hours.
This ordinance amendment is effective ten days from the date of this publication.
Published ____________________, 2024
By ___________________________
Ann Meisch, MMC
City Clerk
---------------------------------------------------------------------------------------------------------------------
PUBLISH ONCE WITHIN TEN (10) DAYS OF FINAL PASSAGE.
Account No. 101-80400-5354
Page 147 of 156
From: Karen Spencer
To: Planning
Subject: Letter to Mike Franzak, Planning Director, City of Muskegon
Date: Wednesday, July 10, 2024 8:55:27 AM
Letter to Mike Franzak, Planning Director,
City of Muskegon
July 10, 2024
Re: Case #2024-15
Dear Mr. Franzak:
Please consider this response to your letter of June 26, 2024 regarding the Planning
Commission meeting scheduled for July 11, 2024 regarding The Sand Docks PUD.
I have lived at 1456 E Harbour Towne Circle for the past 30 years. At this point in my life,
I’m heading into my retirement years. I have been looking forward to spending more time in
my home which is not only my santuary, but also my most significant asset.
I strongly object to the latest proposal for development of the Sand Docks PUD. As a point of
reference, my home is located directly across from what is labeled on the plan as “multi family
homes and condos BB”. According to the proposal, a new road would be built close to my
home, in addition to a parking lot and a large “multi family home”.
I believe such a large building would be inconsistent with adjacent land use. While Harbour
Towne is a residential condominium development, it was built in a manner that incorporated
abundant green spaces, particularly preserving privacy between units and allowing for
beautiful views. Not only would the proposed building “BB” block my existing view, it would
be replaced with a busy street, parking lot and the back side of a densely inhabited residence.
It would not provide for sufficient open space due to its close proximity to my home.
The proposed parking lot and building would result in noise and light pollution. My deck and
most of my windows, as well as those of my neighbors, face in that direction. Our privacy
would be completely compromised. The quiet enjoyment of our homes would be destroyed.
Our property values would tank. Who would want to live that close to a large parking lot
servicing a high density housing unit?
The Docks PUD is a huge project covering many acres. The owners and developers stand to
make a huge profit. I don’t object to their ability to make a profit, I simply request that this
board consider and prioritize the rights of existing, long time residents to continue to enjoy
their homes in a quiet, peaceful and beautiful location. Certainly the developers don’t need to
build a parking lot and large high density building so close to people who have made Harbour
Towne their home for decades.
Page 148 of 156
Please consider if you would want such a street/parking lot/high density unit this close to your
own home. Please consider whether it is fair to compromise existing home values in favor of
hypothetical new residents.
Thank you for taking my concerns seriously. I would appreciate it if you would share this
letter with all members of the Planning Commission.
Sincerely,
Karen M. Spencer
1456 E. Harbour Towne Circle
Muskegon, MI 49441
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Page 149 of 156
Page 150 of 156
From: jmakowske@aol.com
To: Planning
Subject: The Docks
Date: Tuesday, July 9, 2024 2:16:28 PM
To whom it may concern:
We are writing regarding the proposed development at "The Docks". The scheduled
housing development would be located next to our home.
Muskegon is experiencing a boom in new housing developments along Lake
Michigan. "The Docks" project is just one of several major housing projects slated for
production: Adelaide Point, the old paper mill site and the Lakeside Dunes to name a
few. Muskegon needs to grow and change for its economic survival, and it’s
wonderful to see a renaissance in the city. Is the infrastructure in place for the city to
support these new developments? Is there enough interest in the Muskegon real
estate market to fill all of this expensive new housing, or will we have half completed
projects along the waterfront sitting partially vacant?
"The Docks" is a beautiful, natural area - one of the last natural areas in Muskegon
along the lake. With its ponds and wetland areas it provides critical habitat for many
species considered important to our quickly disappearing dune habitat in Michigan.
Much of Muskegon's appeal to potential residents has been the balance between
natural environment and development. We will lose that with continued unchecked
development in the city's few remaining open natural spaces on the waterfront.
There are already concerns about the amount of activity and numbers of people using
the beaches and houses along the shore. Pere Marquette beach has become
increasingly busy with heavy auto traffic and large numbers of people using the
Beachside/Bluffton area. Streets are small and houses densely sited. A
development at "The Docks" will only increase traffic, causing more congestion, noise
and pollution to the area. Muskegon's waterfront is its most important resource. Let's
not lose it to development.
John and Gabrielle Makowske
3211 Brighton Avenue
Muskegon
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Page 151 of 156
From: JOHN MAKOWSKE
To: Planning
Subject: The Docks
Date: Wednesday, July 10, 2024 9:19:42 AM
An Addition To Our Letter Yesterday
We wish to add an additional comment to our letter of yesterday.
Consideration should also be given to the issue of rising/fluctuating lake levels. The Dock land and the wetlands it
contains provide a value of ecosystem service that help manage and absorb these changes. It would seem adding
over 100 homes to this area would have a huge negative impact, resulting in additional flooding (with its resultant
pollution/runoff issues as well) when lake levels are high. This impact must be considered.
Thank you.
Gabrielle and John Makowske
3211 Brighton Ave.
Muskegon, MI
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Page 152 of 156
From: Susan Abbey
To: Planning
Subject: Fwd: Sand Docks PUD
Date: Thursday, July 11, 2024 10:43:59 AM
---------- Forwarded message ---------
From: Susan Abbey
Date: Thu, Jul 11, 2024 at 10:30 AM
Subject: Sand Docks PUD
To: , Susan Abbey
Mike Franzak
Planning Director
City of Muskegon
Dear Mr. Franzak and Committee
This letter is in response to your letter of June 26 regarding the Planning
Commission meeting of the Sand Docks PUD scheduled for July 11.
I live at 1458 East Harbour Towne Circle which is in Building #8.
From looking at the diagram of the proposed development it seems that we are the
closest Harbour Towne building to the Sand Dock property. According to the
proposal, a road would be built very close to our building and a "multi-family
home" would be right in front of us. I strongly object to this plan.
Sand Docks has such a large piece of property it seems that putting roads and
housing so close to Harbour Towne would not be desirable to either development.
Privacy would be an issue as well as home values. Could the "multi-family Homes"
go in front of the marina parking lot which is adjacent to our building instead of
directly in front? We know that the "Docks" are coming but this does not seem to
be the best plan.
Harbour Towne is a community of mostly retired persons and most of us plan to be
here for a long time. Please consider the concerns of long time senior residents of
Harbour Towne. Green space would seem a better option for this end of the Sand
Docks property.
Respectfully,
Susan Abbey-Ludwig
1458 East Harbour Towne Circle
Page 153 of 156
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Page 154 of 156
Page 155 of 156
Agenda Item Review Form
Muskegon City Commission
Commission Meeting Date: July 23, 2024 Title: Designation of Voting Delegates for the
Michigan Municipal League Annual Business
Meeting
Submitted by: Ann Meisch, City Clerk Department: City Clerk
Brief Summary:
To designate, by action of the Commission, one of our officials who will be in attendance at the
Convention as an official representative to cast the vote of the municipality at the Annual Meeting;
and, if possible, to designate one other official to serve as an alternate.
Detailed Summary & Background:
Goal/Focus Area/Action Item Addressed:
Key Focus Areas:
Goal/Action Item:
Amount Requested: Budgeted Item:
Yes No N/A X
Fund(s) or Account(s): Budget Amendment Needed:
Yes No N/A X
Recommended Motion:
To appoint an official representative and alternate representative to be in attendance and to cast
the vote of the municipality at the Annual Business Meeting of the Michigan Municipal League
Convention.
Approvals: Guest(s) Invited / Presenting:
Immediate Division
Head No
Information
Technology
Other Division Heads
Communication
Legal Review
Page 156 of 156
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